certi - al jazeera steel products co....
TRANSCRIPT
In the industrial scene of the Sultanate of Oman. For the first time in Oman,
Electric Resistance Welded (ERW) tubular products in circular square, and
rectangular hollow sections were manufactured at Al Jazeera Steel Products Co.
SAOG (Formerly known as Al Jazeera Tube Mills Company S.A.O.G.)
Promoted by a group of Omani entrepreneurs with a fairly large holdings with
the general public of the Sultanate, Al Jazeera has become one of the leading
tubing manufacturers in the Middle East. From its modern plant located at
Sohar(Oman) Al Jazeera offers Mild Steel ERW tubular products in both Black
and Galvanized class with plain end and threaded and coupled ends conforming
to API, ASTM, BS, DIN, EN and other International specifications.
Al Jazeera boasts of installing some of the latest and most modern machineries in
the plant. Al Jazeera’s manufacturing facilities include four production lines
supplied by M/s. Abbey Etna Inc., Ohio, USA, M/s. TRM Thailand and M/s.
Prasert Machineries Thailand. There are three galvanizing lines with main line
supplied by M/s. BERG, Germany. Composed of multinational workforce and
managed by competent technical and managerial professionals, Al Jazeera has
been seized with a vision to becoming one of the leading tubings suppliers in the
world. At Al Jazeera, production processes have been integrated with modern
quality controls like, e.g., online Eddy Current Testing facility, Universal Testing
Machine, Hardness Machine and Inverted Mettallurgical Microscope with CCD
camera attachment etc.
Al Jazeera currently export its products to 25 different countries including
USA,Canada, Australia, Germany and other European Union countries.
irst time in Oman
1
In its zeal to set higher quality standards Jazeera achieved QMS ISO 9001 certification by BMTRADA within one year of its commencement of production.
In addition to above Al Jazeera’s Quality Management System conforms to the requirements of API QI/ISO/TS 29001:2003.
Al Jazeera is having API (American Petroleum Institute) Certification for manufacturing of line pipes conforming to API 5L under Product Specification Levels PSL-I and PSL-2.
UL (Underwriters Laboratories, USA) has also certified Al Jazeera for manufacturing of Metallic Sprinkler Steel Tubes for Fire Protection services.
Al Jazeera is also having CE Mark Certification to supply its product in construction field in European Union CPD (Construction Products Directive) 89/106/EEC.
Al Jazeera is also certified by FM APPROVALS, USA for manufacturing of steel pipes for Automatic Fire Sprinkler Systems.
Jazeera is also having UAE Civil Defense Approval for supplying its product to various profects under Civil Defense in United Arab Emirates.
One of the most significant milestones achieved by Al Jazeera is in the field of customer service. It is a constant effort of Jazeera to shorten the time lag between receipt of techno-commercially acceptable order and its execution. Besides this people at Al Jazeera take utmost care to ensure that the products are delivered according to the needs of customers.
At present Jazeera meets the requirements of tubes conforming to various steel grades and international standard specifications. In our endeavor to cater the wider spectrum of industry’s needs we at Jazeera also offer tubes for general engineering purposes. This gives the product range an additional strength.
The company aims to achieve customer satisfaction for every category of customers and to be preferred partner in the region with all relevant principles while creating an environment that provides constant challenges and growth possibilities for all entities involved.
2
In its zeal to set higher quality standards Jazeera achieved QMS ISO 9001 certification by BMTRADA within one year of its commencement of production.
In addition to above Al Jazeera’s Quality Management System conforms to the
Certifications /Approvals
Al Jazeera Steel Products Company SAOG’s produces steel pipes to international
standard maintains a Quality Management System conforming to ISO 9001:2008
/API Q1
Our Goal is to achieve customer satisfaction and strengthen their confidence by our
performance.We shall use quality steel to produce pipes that are technically complete,
tested and delivered on time.
To achieve this goal we shall continually improve the effectiveness of our QMS and
provide constant challenges and involved growth possibilities to all.
We at Jazeera share a common desire to continuously grow and become one of the
leading manufacturers of steel products in the region, meeting and exceeding the
aspirations of customers, shareholders and employees shall be the guiding principle
for our growth.
Mission Statement
3
Quality Policy
4
INC
HM
MIN
CH
MM
INC
HM
MK
G/M
TRM
TR/T
ON
LB/F
TFT
/TO
NPS
IK
PAPS
IK
PAIN
CH
MM
INC
HM
M 1
/215
0.84
021
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109
2.77
1.27
787
0.85
2583
700
4800
700
4800
1.06
327
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500
38.1
120
3/4
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050
26.7
0.11
32.
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21.
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4170
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313
33.4
1.56
339
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133
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1.68
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700
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100
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127.
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105
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5.56
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86.
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151
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280
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2010
500
1780
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187.
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47
820
08.
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219.
10.
322
8.18
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28.5
879
1340
9200
1570
1080
0 --
-- --
--3
SOC
KE
T D
IME
NSI
ON
SM
IN O
UTS
IDE
DIA
MIN
LEN
GTH
NO
MIN
AL
PIPE
SIZ
EO
UT
SID
E D
IAM
ET
ER
STA
ND
AR
DST
AN
DA
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WA
LL
TH
ICK
NE
SSN
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S PE
R
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IGH
T O
F B
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ES
PLA
IN E
ND
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GR
AD
E A
GR
AD
E B
Car
bon
Man
gane
sePh
osph
orus
Sulp
hur
Cop
per
Nic
kel
Chr
omiu
mM
olyb
denu
mV
anad
ium
CM
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0.25
0.95
0.05
0.04
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400.
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301.
200.
050.
045
0.40
0.40
0.40
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GR
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ELEM
ENT
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L D
ATA
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OT
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53
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& B
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CH
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eld
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ng to
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ture
of 1
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0 C] s
o th
at n
o un
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ains
.
INC
HM
MIN
CH
MM
1.06
327
.01.
500
38.1
120
1.31
333
.41.
563
39.7
841.
576
40.0
1.93
849
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1.90
048
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000
50.8
422.
200
55.9
2.00
050
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2.75
069
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063
52.4
263.
250
82.5
3.06
377
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4.00
010
1.6
3.18
881
.014
4.62
511
7.5
3.31
384
.112
5.00
012
7.0
3.43
887
.310
6.29
615
9.9
3.68
893
.77
7.39
018
7.7
4.93
812
5.4
7 --
-- --
--3
SOC
KE
T D
IME
NSI
ON
SM
IN O
UTS
IDE
DIA
MIN
LEN
GTH
NO
.OF
PCS
PER
LI
FT
mV
anad
ium
V 0.08
0.08
CO
NFO
RM
ING
TO
g to
a
5
Min Percentage Elongation in 2”[ 50mm] rounded to nearest 1/2 e = 625,000[1940] x (A0.2/U0.9) A= cross sectional area of the tension specimen, rounded to the nearest 0.01 inch2[1mm2], based on specified outside diameter. If the area is more than 0.75 inch2 [500mm2], then the value 0.75 inch2 [500mm2] shall be used. U= specified minimum tensile strength, psi[MPa].
TOLERANCES OUTSIDE DIAMETER
psi MPa psi MPaGrade-A 48000 330 30000 205Grade-B 60000 415 35000 240
Tensile Strength Yield StrengthProperties
SIZE FROM SIZE TOINCH (MM) INCH (MM) POSITIVE NEGATIVE
1/2 (15) 1.1/2(40) 1/64 (0.40) 1/64 (0.40)2 (50) 8 (200) 1% OF OD 1% OF OD
TOLERANCE INCH(MM)
MECHANICAL PROPERTIES
THICKNESS 12.5% max under the nominal wall thickness. WEIGHT + / - 10% on calculated standard weight. END FINISH Square Cut Ends for sizes less than or equal to 1.1/2” NPS Beveled Ends at 300 -00/+50 for sizes 2” NPS and above. BEND TEST Applicable for sizes 2” NPS and below 900 bending radius should be 12 times of the tube diameter. FLATTENING TEST Applicable for sizes 2” NPS and above in three stages.
STAGE-1 For weld ductility until 2/3 of outside dia of specimen tube. STAGE-2 For ductility of steel until 1/3 of outside dia of specimen tube. STAGE-3 Full flattening for testing of laminated and unsound material. ZINC COATING MINIMUM : 1.60 oz / ft2 [490 Gm / Mtr2] AVERAGE : 1.80 oz / ft2 [550 Gm / Mtr2] MARKING Each pipe is stenciled as “JAZEERA STEEL OMAN, ASTM A 53 GR A / B-ERW SCH 40 NPS-LENGTH-HEAT NO”
5
TEC
HN
ICA
L D
ATA
OF
BLA
CK
STE
EL P
IPES
CO
NFO
RM
ING
TO
API
5L
PSL-
1 &
PSL
-2
7
Inch
mm
Inch
m
mlb
/ftkg
/mtr
psi
kpa
x
10
0ps
ikp
a
x
100
psi
kpa
x
10
0ps
ikp
a
x
100
psi
kpa
x
10
0ps
ikp
a
x
100
psi
kpa
x
10
00.
109
2.8
2.64
3.97
1650
115
1930
134
2310
162
2530
177
2860
200
3000
207
3000
207
0.12
53.
23.
014.
5118
9013
222
1015
326
5018
529
1020
230
0020
730
0020
730
0020
70.
141
3.6
3.37
5.03
2140
148
2490
172
2990
207
3000
207
3000
207
3000
207
3000
207
0.15
43.
93.
665.
4223
3016
125
0017
230
0020
730
0020
730
0020
730
0020
730
0020
70.
172
4.4
4.05
6.07
2500
172
2500
172
3000
207
3000
207
3000
207
3000
207
3000
207
0.18
84.
84.
406.
5725
0017
225
0017
230
0020
730
0020
730
0020
730
0020
730
0020
70.
109
2.8
3.22
4.85
1360
9515
9011
119
1013
320
9014
623
7016
525
5017
827
3019
10.
125
3.2
3.67
5.51
1570
109
1830
127
2190
153
2400
167
2710
189
2920
203
3000
207
0.14
13.
64.
126.
1617
7012
220
6014
324
7017
227
1018
830
0020
730
0020
730
0020
70.
156
4.0
4.53
6.81
1950
136
2280
158
2730
191
3000
207
3000
207
3000
207
3000
207
0.17
24.
44.
977.
4421
5015
025
0017
230
0020
730
0020
730
0020
730
0020
730
0020
70.
188
4.8
5.40
8.07
2350
163
2500
172
3000
207
3000
207
3000
207
3000
207
3000
207
0.20
35.
25.
808.
6925
0017
225
0017
230
0020
730
0020
730
0020
730
0020
730
0020
70.
109
2.8
3.95
5.95
1120
7813
1091
1570
110
1720
120
1940
136
2090
146
2240
156
0.12
53.
24.
516.
7612
9089
1500
104
1800
125
1970
137
2230
155
2400
167
2570
179
0.14
13.
65.
067.
5714
5010
116
9011
720
3014
122
2015
425
1017
427
1018
829
0020
10.
156
4.0
5.58
8.37
1600
112
1870
130
2250
157
2460
171
2780
194
3000
207
3000
207
0.17
24.
46.
129.
1717
7012
320
6014
324
8017
227
1018
830
0020
730
0020
730
0020
70.
188
4.8
6.66
9.95
1930
134
2260
156
2710
188
2970
205
3000
207
3000
207
3000
207
0.21
65.
57.
5811
.31
2220
154
2500
172
3000
207
3000
207
3000
207
3000
207
3000
207
0.10
92.
84.
536.
8298
068
1140
8013
7096
1500
105
1700
119
1830
128
1960
137
0.12
53.
25.
187.
7611
3078
1310
9115
8011
017
3012
019
5013
621
0014
622
5015
60.
141
3.6
5.82
8.70
1270
8814
8010
217
8012
319
5013
522
0015
323
7016
425
4017
60.
156
4.0
6.41
9.63
1400
9816
4011
419
7013
721
5015
024
3017
026
2018
228
1019
60.
172
4.4
7.04
10.5
515
5010
818
1012
521
7015
123
7016
526
8018
728
9020
130
0020
70.
188
4.8
7.66
11.4
616
9011
719
7013
723
7016
425
9018
029
3020
430
0020
730
0020
70.
226
5.7
9.12
13.4
820
3013
923
7016
228
5019
530
0020
730
0020
730
0020
730
0020
70.
250
6.4
10.0
215
.02
2250
156
2630
182
3000
207
3000
207
3000
207
3000
207
3000
207
88.9
Gra
de X
-56
Gra
de X
-60
2.37
560
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Out
side
Dia
met
erW
all T
hick
ness
Wei
ght
Gra
de B
4.00
010
1.6
Min
imum
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t Pre
ssur
e (S
td)
2.87
573
.0
Gra
de X
-42
Gra
de X
-46
Gra
de X
-52
Gra
de A
3.50
0
8
Inch
mm
Inch
m
mlb
/ft
kg/m
trps
ikp
a
x 1
00ps
ikp
a
x
100
psi
kpa
x
10
0ps
ikp
a
x
100
psi
kpa
x
10
0ps
ikp
a
x
100
psi
kpa
x
10
00.
125
3.2
5.85
8.77
1000
7011
7081
1400
9715
3010
617
3012
118
7013
020
0013
90.
141
3.6
6.57
9.83
1130
7813
2091
1580
110
1730
120
1960
136
2110
146
2260
156
0.15
64.
07.
2410
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1250
8714
6010
117
5012
219
1013
321
6015
123
3016
225
0017
40.
172
4.4
7.96
11.9
213
8096
1610
111
1930
134
2110
146
2390
166
2570
178
2750
191
0.18
84.
88.
6712
.96
1500
104
1750
121
2110
146
2310
160
2610
181
2810
195
3000
207
0.20
35.
29.
3213
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1620
113
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132
2270
158
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173
2810
196
3000
207
3000
207
0.21
95.
610
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15.0
117
5012
220
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224
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026
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630
0020
730
0020
730
0020
70.
237
6.0
10.8
016
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1900
130
2210
152
2650
183
2910
200
3000
207
3000
207
3000
207
0.25
06.
411
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17.0
320
0013
923
3016
228
0019
530
0020
730
0020
730
0020
730
0020
70.
125
3.2
7.27
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056
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6511
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1240
8614
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1510
105
1620
113
0.15
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1410
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817
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218
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120
2014
10.
188
4.8
10.8
016
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1220
8414
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1700
118
1870
129
2110
146
2270
157
2430
169
0.21
95.
612
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18.7
414
2098
1650
115
1980
138
2170
151
2460
171
2650
184
2830
197
0.25
86.
614
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21.9
216
7011
619
5013
523
4016
325
6017
828
9020
130
0020
730
0020
70.
281
7.1
15.8
723
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1820
125
2120
145
2550
175
2790
191
3000
207
3000
207
3000
207
0.31
27.
917
.51
25.9
920
2013
923
6016
228
3019
530
0020
730
0020
730
0020
730
0020
70.
125
3.2
8.69
13.0
368
047
790
5511
9083
1300
9014
7010
215
8011
017
0011
80.
141
3.6
9.77
14.6
277
053
890
6213
4093
1470
102
1660
115
1790
124
1920
133
0.15
64.
010
.79
16.2
185
059
990
6914
8010
316
2011
318
4012
819
8013
821
2014
80.
172
4.4
11.8
717
.78
930
6510
9076
1640
114
1790
124
2030
141
2180
151
2340
162
0.18
84.
812
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19.3
510
2071
1190
8217
9012
419
6013
622
1015
423
8016
525
5017
70.
203
5.2
13.9
420
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1100
7712
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1930
134
2110
147
2390
166
2570
179
2760
192
0.21
95.
615
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22.4
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9083
1390
9620
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522
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8017
927
8019
329
8020
70.
250
6.4
17.0
425
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1360
9415
8011
023
8016
526
0018
129
4020
530
0020
730
0020
70.
280
7.1
18.9
928
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1520
105
1780
122
2660
184
2920
201
3000
207
3000
207
3000
207
0.31
27.
921
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31.2
517
0011
719
8013
629
7020
430
0020
730
0020
730
0020
730
0020
70.
344
8.7
23.1
034
.24
1870
128
2180
149
3000
207
3000
207
3000
207
3000
207
3000
207
0.15
64.
014
.12
21.2
265
045
760
5311
4079
1250
8714
1098
1520
106
1630
113
0.18
84.
816
.96
25.3
778
054
920
6313
7095
1500
104
1700
118
1830
127
1960
136
0.20
35.
218
.28
27.4
385
059
990
6914
8010
316
2011
318
4012
819
8013
721
2014
70.
219
5.6
19.6
829
.48
910
6310
7074
1600
111
1750
122
1980
138
2130
148
2290
159
0.25
06.
422
.38
33.5
710
4073
1220
8418
3012
720
0013
922
6015
724
3016
926
1018
10.
277
7.0
24.7
236
.61
1160
7913
5092
2020
139
2220
152
2510
172
2700
185
2890
198
0.31
27.
927
.73
41.1
413
0090
1520
104
2280
157
2500
171
2820
194
3000
207
3000
207
0.32
28.
228
.58
42.6
513
4093
1570
108
2350
163
2580
178
2910
202
3000
207
3000
207
0.34
48.
730
.45
45.1
414
4099
1680
115
2510
173
2750
189
3000
207
3000
207
3000
207
0.37
59.
533
.07
49.1
015
7010
818
3012
527
4018
930
0020
630
0020
730
0020
730
0020
7
6.62
516
8.3
8.62
521
9.1
5.56
314
1.3
Gra
de X
-56
Gra
de X
-60
Out
side
Dia
met
erW
all T
hick
ness
Wei
ght
Gra
de B
Min
imum
Tes
t P
ress
ure
(Std
)
4.50
011
4.3
Gra
de X
-42
Gra
de X
-46
Gra
de X
-52
Gra
de A
CH
EMIC
AL
CO
MPO
SITI
ON
/ M
ECH
AN
ICA
L PR
OPE
RTI
ES F
OR
PSL
-2
CH
EMIC
AL
CO
MPO
SITI
ON
/ M
ECH
AN
ICA
L PR
OPE
RTI
ES F
OR
PSL
-1
* The
min
imum
elo
ngat
ion
in 2
” (5
0.8m
m) s
hall
be d
eter
min
ed b
y th
e fo
llow
ing
equa
tion
U
.S. C
usto
mar
y U
nit E
quat
ion
SI
Uni
t Equ
atio
n
e =
625,
000*
(A0.
2 ) /
(U0.
9 )
e =
1,94
0*(A
0.2 )
/ (U
0.9 )
whe
re e
=min
imum
elo
ngat
ion
in 2
”(50
.8m
m)
A
=app
licab
le te
nsile
test
spe
cim
en a
rea
inch
2 (m
m2 )
U
=spe
cifie
d m
inim
um u
ltim
ate
tens
ile s
tren
gth
psi (
MPa
)
MA
XIM
UM
CA
RBO
N E
QU
IVA
LEN
T (P
SL-2
onl
y)
Fo
r %C
≤ 0
.12;
CE(
Pcm
) sha
ll be
app
licab
le
C
E(Pc
m) =
C +
(Si/
30) +
(Mn/
20) +
(Cu/
20) +
(Ni/
60) +
(Cr/
20) +
(Mo/
15) +
(V/1
0) +
5B
Max
CE(
Pcm
) = 0
.25
%
Fo
r %C
> 0
.12;
CE(
IIW
) sha
ll be
app
licab
le
C
E(II
W) =
C +
(Mn/
6) +
(Cr +
Mo
+ V
)/5
+ (N
i + C
u)/1
5
Max
CE(
IIW
) = 0
.43
%
9
Elon
gatio
n in
2"
(50.
8mm
)M
inM
axM
inM
axM
in P
erce
ntL2
10 o
r A0.
220.
900.
030
0.03
0 --
30,
500
(210
) --
48,6
00 (3
35)
-- *
L2
45 o
r B0.
261.
200.
030
0.03
00.
040
35,5
00 (2
45)
--60
,200
(415
) --
*
L290
or X
420.
261.
300.
030
0.03
00.
040
42,
100
(290
) --
60,2
00 (4
15)
-- *
L3
20 o
r X46
0.26
1.40
0.03
00.
030
0.04
0 4
6,40
0 (3
20)
--63
,100
(435
) --
*
L360
or X
520.
261.
400.
030
0.03
00.
040
52,
200
(360
) --
66,7
00 (4
60)
-- *
L3
90 o
r X56
0.26
1.40
0.03
00.
030
0.04
0 5
6,60
0 (3
90)
--71
,100
(490
) --
*
L415
or X
600.
26e
1.40
e0.
030
0.03
00.
040
60,
200
(415
) --
75,4
00 (5
20)
-- *
Yie
ld S
treng
th
psi (
MPa
)Te
nsile
Stre
ngth
ps
i (M
Pa)
GRA
DE
% C
arbo
n
C (m
ax)
%
Man
gane
se
Mn
(max
)
%
Phos
phor
us P
(m
ax)
% S
ulfu
r
S (m
ax)
%
Tita
nium
Ti
(max
)
Elon
gatio
n in
2"
(50.
8mm
)M
inM
axM
inM
axM
in P
erce
ntLo
ng.
Tran
s.L2
45 o
r B0.
221.
200.
025
0.01
50.
040
35,
500
(245
)65
,300
(450
)60
,200
(415
)11
0,20
0 (7
60)
*
30 (4
0)20
(27)
L290
or X
420.
221.
300.
025
0.01
50.
040
42,
100
(290
)71
,800
(495
)60
,200
(415
)11
0,20
0 (7
60)
*
30 (4
0)20
(27)
L320
or X
460.
221.
300.
025
0.01
50.
040
46,
400
(320
)76
,100
(525
)63
,100
(435
)11
0,20
0 (7
60)
*
30 (4
0)20
(27)
L360
or X
520.
221.
400.
025
0.01
50.
040
52,
200
(360
)76
,900
(530
)66
,700
(460
)11
0,20
0 (7
60)
*
30 (4
0)20
(27)
L390
or X
560.
221.
400.
025
0.01
50.
040
56,
600
(390
)79
,000
(545
)71
,100
(490
)11
0,20
0 (7
60)
*
30 (4
0)20
(27)
L415
or X
600.
12f
1.60
f0.
025
0.01
50.
040
60,
200
(415
)81
,900
(565
)75
,400
(520
)11
0,20
0 (7
60)
*
30 (4
0)20
(27)
Char
py Im
pact
Ene
rgy
ft-lb
(J) m
in%
Ti
tani
um
Ti (m
ax)
GRA
DE
Yie
ld S
treng
th
psi (
MPa
)Te
nsile
Stre
ngth
ps
i (M
Pa)
% C
arbo
n
C (m
ax)
%
Man
gane
se
Mn
(max
)
%
Phos
phor
us P
(m
ax)
% S
ulfu
r
S (m
ax)
e =
Unl
ess
othe
rwis
e ag
reed
f= U
nles
s ot
herw
ise
agre
ed
Tolerances (mm)
+/- 0.5+/- 0.1 t
Thickness (mm)
5.0> 5.0 to < 15.0
TOLERANCES : OUTSIDE DIAMETER FOR PIPE BODY = + / -0.007 5D AT PIPE ENDS = -0.40 mm / +1.6 mm (For Pipe Diameter 60.3 to 168.3mm) = +/- 0.005 D (For Pipe Diameter 168.3 to 610mm)
THICKNESS
WEIGHT For single lengths +10 / -3.5% Order Items, Carloads ≥ 40,000 lb (18144 kg) -1.75% Order Items, Carloads < 40,000 lb (18144 kg) -0.04% FLATTENING TEST Applicable for sizes ≥ 2-7/8 For Weld : Flatten upto 1/2 of OD For Material : Flatten upto 1/3 of OD BEND TEST Applicable for sizes ≤ 2-3/8 Cold bending through 900 around mandrel having dia ≤ 12times pipe OD NON DESTRUCTIVE TEST Eddy Current Testing 100% on-line OR Ultrasonic Testing 100% online or combination of both.
HEAT TREATMENT For Grades higher than L245 or B - seam normalizing heat treatment For Grades L245 or B and lower - seam should be heat treated or processed in a way that no untempered martensite remains HYDROSTATIC TEST 100% hydrotesting at standard test pressures
END FINISH Bevel Ends at an angle 300 / +50 / -00
API MONOGRAM MARKING Following sequence is being followed
AJSP SPEC 5L /SIZE/THK/LENGTH/GRADE/PSL/E/HN/xxxx TESTED
Month & Year
10
TTOLERANCES : OUTSIDE DIAMETER FOR PIPE BODY = + / -0.007 5D AT PIPE ENDS = -0.40 mm / +1.6 mm (For Pipe Diameter 60.3 to 168.3mm)
= +/ 0 005 D (For Pipe Diameter 168 3 to 610mm)
TEC
HN
ICA
L D
ATA
OF
BLA
CK
AN
D G
ALV
AN
IZED
STE
EL P
IPES
CO
NFO
RM
ING
TO
EN
-102
19-1
& 2
C
HEM
ICA
L C
OM
POSI
TIO
N /
MEC
HA
NIC
AL
PRO
PER
TIES
OF
NO
N A
LLO
Y ST
EEL
CA
RBO
N E
QU
IVA
LEN
T: M
ax c
arbo
n eq
uiva
lent
sha
ll be
C
EV =
C +
(Mn/
6) +
(Cr +
Mo
+ V
)/5
+ (N
i + C
u)/1
5
DIM
ENSI
ON
S A
ND
TO
LER
AN
CES
: All
dim
ensi
ons
and
tole
ranc
es s
hall
be a
ccor
ding
to E
N 1
0219
:200
6 Pa
rt-2
SIZE
RA
NG
E
CH
S : 2
1.3
mm
OD
to 2
19.1
mm
OD
SHS
: 12x
12, 1
6x16
, 19x
19, 2
5x25
, 30x
30, 3
1x31
, 38x
38, 5
0x50
, 75x
75, 8
0x80
, 100
x100
, 125
x125
(mm
x m
m)
R
HS
: 31x
19, 4
0x20
, 40x
25, 5
0x25
, 60x
30, 6
0x40
, 80x
40, 1
00x5
0, 1
20x6
0, 1
20x1
00, 1
25x5
0, 1
25x7
5, 1
50x7
5, 1
50x1
00 (m
m x
mm
)
11
Thk<
3mm
Thk
3mm
-200 C
00 C20
0 CS2
35JR
H0.
17 --
1.40
0.04
00.
040
0.00
90.
3523
536
0-51
036
0-51
024
-- --
27S2
75J0
H0.
20 --
1.50
0.03
50.
035
0.00
90.
4027
543
0-58
041
0-56
020
--27
--S2
75J2
H0.
20 --
1.50
0.03
00.
030
--0.
4027
543
0-58
041
0-56
020
27 --
--S3
55J0
H0.
220.
551.
600.
035
0.03
50.
009
0.45
355
510-
680
470-
630
20 --
27 --
S355
J2H
0.22
0.55
1.60
0.03
00.
030
--0.
4535
551
0-68
047
0-63
020
27 --
--S3
55K
2H0.
220.
551.
600.
030
0.03
0 --
0.45
355
510-
680
470-
630
2040
-- --
GRA
DE
% C
arbo
n
C (m
ax)
% S
ilico
n
Si (m
ax)
%
Man
gane
se
Mn
(max
)
%
Phos
phor
us P
(m
ax)
% S
ulfu
r S
(max
)
Min
El
onga
tion
(%
)
Max
Ca
rbon
Eq
CEV
Min
imum
Y
ield
Stre
ngth
R e
H (M
Pa)
Tens
ile S
treng
th R
m (M
Pa)
Min
imum
Impa
ct
Ener
gy (J
)%
N
itrog
en
N (m
ax)
TOLERANCES
NON DESTRUCTIVE TEST Eddy Current Testing 100% on-line MARKING EN 10219 STEEL GRADE / JAZEERA STEEL, OMAN / SIZE / THICKNESS / LENGTH / HEAT NO xxxxxxx
CHARACTERIC CIRCULAR HOLLOW SECTIONS
Side Length (mm) Tolerance
H,B<100 +/- 1% with a min +/-0.5mm
100 H,B 200 +/- 0.8%H,B >200 +/- 0.6%
For D<406.4mm: +/-10% for Thickness 5.0mm
+/-0.5mm for Thickness>5.0mmFor D<406.4mm:
+/-10% with a maximum of +/- 2.0mm
TWIST --
STRAIGHTNESS 0.20% of total length and 3mm over any 1m length
MASS PER UNIT LENGTH
MAX WELD BEAD HEIGHT
OUT OF ROUNDNESS
2% for hollow sections having a diameter to thickness ratio 100 --
CONCAVITY / CONVEXITY -- Max 0.8% with a minimum of 0.5mm
SQUARE AND RECTANGULAR HOLLOW SECTIONS
+/- 1% with a minimum of +/-0.50 mm &and a maximum of +/-1.0 mm
OUTSIDE DIMENSIONS (D, B and H)
THICKNESS +/-10% for Thickness 5.0mm +/-0.5mm for Thickness >5.0mm
T>10.0mm 2.4T to 3.6T
T 6.0mm 1.6T to 2.4T6.0<T 10.0mm 2.0T to 3.0T
SQUARENESS OF SIDE --
3.5mm for T 14.2mm and 4.8mm for T>14.2mm
900 +/- 10
--EXTERNAL CORNER PROFILE
2mm plus 0.5mm/m length0.15% of total length and 3mm over
any 1m length
+/- 6% on individual delivered lengths
12
TOLERANCES
CHARACTERIC CIRCULAR HOLLOW SECTIONS
Side Length (mm) Tolerance/ 1% i h
SQUARE AND RECTANGULAR HOLLOW SECTIONS
OUTSIDE
TABL
E-1
: TEC
HN
ICA
L D
ATA
OF
BLA
CK
AN
D G
ALV
AN
IZED
STE
EL P
IPES
C
ON
FOR
MIN
G T
O E
N 1
0255
:200
4 (
SUPE
RC
EDES
BS
1387
: 19
85)
DN
Spec
ified
O
DIn
chm
mIn
chm
mIn
chm
mK
g/M
trm
tr/to
nft/
ton
Kg/
Mtr
mtr/
ton
ft/to
nK
g/M
trm
tr/to
nft/
ton
Kg/
Mtr
mtr/
ton
ft/to
n 1
/221
.30.
843
21.4
0.82
721
.00.
079
2.00
0.94
710
5634
640.
956
1046
3432
0.99
510
0532
971.
004
996
3268
160
3/4
26.9
1.05
926
.91.
039
26.4
0.09
12.
301.
380
725
2377
1.39
071
923
601.
441
694
2277
1.45
168
922
6111
01
33.7
1.33
133
.81.
307
33.2
0.10
22.
601.
980
505
1657
2.00
050
016
402.
058
486
1594
2.07
848
115
7980
1.1/
442
.41.
673
42.5
1.65
041
.90.
102
2.60
2.54
039
412
922.
570
389
1277
2.64
037
912
432.
670
375
1229
611.
1/2
48.3
1.90
648
.41.
882
47.8
0.11
42.
903.
230
310
1016
3.27
030
610
033.
344
299
981
3.38
429
697
051
260
.32.
370
60.2
2.34
659
.60.
114
2.90
4.08
024
580
44.
150
241
791
4.22
323
777
74.
293
233
764
372.
1/2
76.1
2.99
276
.02.
961
75.2
0.12
63.
205.
710
175
575
5.83
017
256
35.
892
170
557
6.01
216
654
627
388
.93.
492
88.7
3.46
187
.90.
126
3.20
6.72
014
948
86.
890
145
476
6.93
414
447
37.
104
141
462
244
114.
34.
484
113.
94.
449
113.
00.
142
3.60
9.75
010
333
610
.000
100
328
10.0
2610
032
710
.276
9731
916
1/2
21.3
0.85
821
.80.
827
21.0
0.10
22.
601.
210
826
2711
1.22
082
026
891.
257
796
2610
1.26
679
025
9213
0 3
/426
.91.
075
27.3
1.04
326
.50.
102
2.60
1.56
064
121
031.
570
637
2090
1.62
161
720
241.
631
613
2012
100
133
.71.
346
34.2
1.31
133
.30.
126
3.20
2.41
041
513
612.
430
412
1350
2.48
740
213
192.
507
399
1309
651.
1/4
42.4
1.68
942
.91.
654
42.0
0.12
63.
203.
100
323
1058
3.13
031
910
483.
199
313
1026
3.22
931
010
1651
1.1/
248
.31.
921
48.8
1.88
647
.90.
126
3.20
3.56
028
192
23.
600
278
911
3.68
427
189
13.
724
269
881
442
60.3
2.39
460
.82.
350
59.7
0.14
23.
605.
030
199
652
5.10
019
664
35.
172
193
634
5.24
219
162
630
2.1/
276
.13.
016
76.6
2.96
575
.30.
142
3.60
6.42
015
651
16.
540
153
502
6.61
215
149
66.
732
149
487
243
88.9
3.52
489
.53.
465
88.0
0.15
74.
008.
360
120
392
8.53
011
738
58.
583
117
382
8.75
311
437
519
411
4.3
4.52
811
5.0
4.45
311
3.1
0.17
74.
5012
.200
8226
912
.500
8026
212
.476
8026
312
.726
7925
814
513
9.7
5.54
314
0.8
5.45
313
8.5
0.19
75.
0016
.600
6019
817
.100
5819
216
.938
5919
417
.438
5718
810
616
5.1
6.55
516
6.5
6.45
316
3.9
0.19
75.
0019
.800
5116
620
.400
4916
120
.102
5016
320
.702
4815
87
1/2
21.3
0.85
821
.80.
827
21.0
0.12
63.
201.
440
694
2278
1.45
069
022
631.
486
673
2208
1.49
566
921
9511
0 3
/426
.91.
075
27.3
1.04
326
.50.
126
3.20
1.87
053
517
541.
880
532
1745
1.93
051
817
001.
940
515
1691
801
33.7
1.34
634
.21.
311
33.3
0.15
74.
002.
930
341
1120
2.95
033
911
123.
015
332
1088
3.03
532
910
8155
1.1/
442
.41.
689
42.9
1.65
442
.00.
157
4.00
3.79
026
486
63.
820
262
859
3.89
725
784
23.
927
255
835
441.
1/2
48.3
1.92
148
.81.
886
47.9
0.15
74.
004.
370
229
751
4.41
022
774
44.
492
223
730
4.53
222
172
437
260
.32.
394
60.8
2.35
059
.70.
177
4.50
6.19
016
253
06.
260
160
524
6.33
015
851
86.
400
156
513
272.
1/2
76.1
3.01
676
.62.
965
75.3
0.17
74.
507.
930
126
414
8.05
012
440
88.
110
123
405
8.23
012
239
920
388
.93.
524
89.5
3.46
588
.00.
197
5.00
10.3
0097
319
10.5
0095
312
10.5
1095
312
10.6
8094
307
164
114.
34.
528
115.
04.
453
113.
10.
213
5.40
14.5
0069
226
14.8
0068
222
14.7
7468
222
15.0
2467
218
125
139.
75.
543
140.
85.
453
138.
50.
213
5.40
17.9
0056
183
18.4
0054
178
18.2
3855
180
18.7
3853
175
106
165.
16.
555
166.
56.
453
163.
90.
213
5.40
21.3
0047
154
21.9
0046
150
21.7
0246
151
22.3
0245
147
7
CLASS TYPE L2 MEDIUM SERIES HEAVY SERIES
SIZE
OU
TSID
E D
IAM
ETER
MA
XM
IN
NO
OF
PIPE
S PA
CK
ED P
ER
STA
ND
AR
D
BU
ND
LE
TON
NE
APP
RO
X
WA
LL
THIC
KN
ESS
PLA
IN E
ND
EDSC
REW
ED &
SO
CK
ETED
WEI
GH
T O
F B
LAC
K P
IPES
WEI
GH
T O
F G
ALV
AN
IZED
PIP
ES (C
ALC
ULA
TED
)
PLA
IN E
ND
EDSC
REW
ED &
SO
CK
ETED
13
14
DN
Spec
ified
O
DIn
chm
mIn
chm
mIn
chm
mK
g/M
trm
tr/to
nft/
ton
Kg/
Mtr
mtr/
ton
ft/to
nK
g/M
trm
tr/to
nft/
ton
Kg/
Mtr
mtr/
ton
ft/to
n 1
/221
.30.
854
21.7
0.82
721
.00.
091
2.30
1.08
092
630
381.
090
917
3010
1.12
688
829
141.
135
881
2891
160
3/4
26.9
1.06
727
.11.
039
26.4
0.09
12.
301.
400
714
2343
1.41
070
923
271.
441
694
2277
1.45
168
922
6111
01
33.7
1.33
934
.01.
307
33.2
0.11
42.
902.
200
455
1491
2.22
045
014
782.
280
439
1439
2.30
043
514
2680
1.1/
442
.41.
681
42.7
1.65
041
.90.
114
2.90
2.82
035
511
632.
850
351
1151
2.92
434
211
222.
954
339
1111
611.
1/2
48.3
1.91
348
.61.
882
47.8
0.11
42.
903.
250
308
1009
3.29
030
499
73.
344
299
981
3.38
429
697
051
260
.32.
390
60.7
2.34
659
.60.
126
3.20
4.51
022
272
74.
580
218
716
4.65
021
570
64.
720
212
695
372.
1/2
76.1
2.99
276
.02.
961
75.2
0.12
63.
205.
750
174
571
5.87
017
055
95.
892
170
557
6.01
216
654
627
388
.93.
492
88.7
3.46
187
.90.
126
3.20
6.76
014
848
56.
930
144
473
6.93
414
447
37.
104
141
462
243.
1/2
101.
63.
984
101.
23.
949
100.
30.
142
3.60
8.70
011
537
78.
880
113
369
8.94
711
236
79.
126
110
360
184
114.
34.
484
113.
94.
449
113.
00.
142
3.60
9.83
010
233
410
.100
9932
510
.026
100
327
10.2
7697
319
165
139.
75.
543
140.
85.
453
138.
50.
177
4.50
15.0
0067
219
15.5
0065
212
15.3
4465
214
15.8
4463
207
106
165.
16.
555
166.
56.
453
163.
90.
177
4.50
17.8
0056
184
18.4
0054
178
18.2
2755
180
18.8
2753
174
7 1
/221
.30.
854
21.7
0.82
721
.00.
091
2.30
1.08
092
630
381.
090
917
3010
1.12
688
829
141.
135
881
2891
160
3/4
26.9
1.06
727
.11.
039
26.4
0.09
12.
301.
390
719
2360
1.40
071
423
431.
441
694
2277
1.45
168
922
6111
01
33.7
1.33
934
.01.
307
33.2
0.11
42.
902.
200
455
1491
2.22
045
014
782.
280
439
1439
2.30
043
514
2680
1.1/
442
.41.
681
42.7
1.65
041
.90.
114
2.90
2.82
035
511
632.
850
351
1151
2.92
434
211
222.
954
339
1111
611.
1/2
48.3
1.91
348
.61.
882
47.8
0.11
42.
903.
240
309
1013
3.28
030
510
003.
344
299
981
3.38
429
697
051
260
.32.
390
60.7
2.34
659
.60.
126
3.20
4.49
022
373
14.
560
219
719
4.65
021
570
64.
720
212
695
372.
1/2
76.1
3.00
476
.32.
961
75.2
0.12
63.
205.
730
175
573
5.85
017
156
15.
892
170
557
6.01
216
654
627
388
.93.
520
89.4
3.46
187
.90.
142
3.60
7.55
013
243
57.
720
130
425
7.78
712
842
17.
957
126
412
244
114.
34.
524
114.
94.
449
113.
00.
157
4.00
10.8
0093
304
11.1
0090
296
11.1
5890
294
11.4
0888
288
16
TYPE L1
WEI
GH
T O
F G
ALV
AN
IZED
PIP
ES (C
ALC
ULA
TED
)
PLA
IN E
ND
EDSC
REW
ED &
SO
CK
ETED
SIZE
OU
TSID
E D
IAM
ETER
MA
XM
IN
CLASS TYPE L
NO
OF
PIPE
S PA
CK
ED P
ER
STA
ND
AR
D
BU
ND
LE
TON
NE
APP
RO
X
WA
LL
THIC
KN
ESS
PLA
IN E
ND
EDSC
REW
ED &
SO
CK
ETED
WEI
GH
T O
F B
LAC
K P
IPES
TABL
E-1
: TEC
HN
ICA
L D
ATA
OF
BLA
CK
AN
D G
ALV
AN
IZED
STE
EL P
IPES
C
ON
FOR
MIN
G T
O E
N 1
0255
:200
4 (
SUPE
RC
EDES
BS
1387
: 19
85)
ft/to
nK
g/M
trm
tr/to
nft/
ton
2914
1.13
588
128
9116
022
771.
451
689
2261
110
1439
2.30
043
514
2680
1122
2.95
433
911
1161
981
3.38
429
697
051
706
4.72
021
269
537
557
6.01
216
654
627
473
7.10
414
146
224
367
9.12
611
036
018
327
10.2
7697
319
1621
415
.844
6320
710
180
18.8
2753
174
729
141.
135
881
2891
160
2277
1.45
168
922
6111
014
392.
300
435
1426
8011
222.
954
339
1111
6198
13.
384
296
970
5170
64.
720
212
695
3755
76.
012
166
546
2742
17.
957
126
412
2429
411
.408
8828
816
LVA
NIZ
ED P
IPES
(CA
LCU
LATE
D)
EDSC
REW
ED &
SO
CK
ETED
NO
OF
PIPE
SPA
CK
ED P
ERST
AN
DA
RD
B
UN
DLE
TON
NE
APP
RO
X
TOLERANCES : OUTSIDE DIAMETER : As per Table-1 / 2 THICKNESS : +/-10% for M, H series and Type L
-8% with plus tolerance limited by the mass tolerance for Types L1 and L2 MASS : +/-7.5% for M, H series and Type L (for lot≥10tons) +10 / -8 % on individual tubes for types L1 and L2 MECHANICAL PROPERTIES Steel grade S195T YIELD STRENGTH : 195 MPa (Min) TENSILE STRENGTH : 320-520 MPa ELONGATION : 20% (Min) on Gauge Length 5.65 x Sq. Root of Cross Sectional Area CHEMICAL PROPERTIES
BEND TEST : For sizes 2” and below
Note-Weld shall be placed at 900 to the plane of bending.
FLATTENING TEST : For sizes above 2” in Two Stages a. For Weld Test : Flatten upto 75% of Original Tube OD b. For Material other than Weld : Flatten upto 60% of Original Tube OD
% C (Max)
% Mn (Max)
% P (Max)
% S (Max)
0.20 1.40 0.035 0.030
Diameter D 21.3 26.9 33.7 42.4 48.3 60.3
Bending Radius 65 85 100 150 170 220
15
LEAK TIGHTNESS TEST : 100% Hydrotesting at 50 Bar OR On-Line Eddy Current (NDT) Test END FINISH : Plain End / Screwed & Socketed
GALVANIZING : As per EN 10240 BLACK PAINTING : Uniform Black Paint Coating THREADING : As per EN 10226 - 1 / 2
COLOUR CODING
STENCILING : Each Pipe shall be Stenciled with “JAZEERA STEEL OMAN-W-EN 10255-SERIES/TYPE-SIZE-LENGTH” PACKING : Hexagonal Type
Series / Type Medium Heavy L L1 L2
ColourCode Blue Red Green White Brown
16
LEAK TIGHTNESS TEST : 100% Hydrotesting at 50 Bar OR On-Line Eddy Current (NDT) Test END FINISH : Plain End / Screwed & Socketed
TECHNICAL DATA FOR METAL SCAFFOLDING AS PER SPECIFICATION BS EN 39 : 2001
TOLERANCES
STEEL GRADE : S235GT CHEMICAL COMPOSITION
MECHANICAL PROPERTIES YIELD STRENGTH : 235 MPa (Min) TENSILE STRENGTH : 340-520 MPa ELONGATION : 24% (Min) on Gauge Length 5.65 x Sq. Root of Cross Sectional Area
END FINISH : Square Cut STRAIGHTNESS : 1 mm in 500 mm length. FLATTENING TEST a. For Weld Test : Flatten upto 75% of Original Tube OD b. For Material other than Weld : Flatten upto 60% of Original Tube OD ZINC COATING : 40 Microns Minimum Outside
MARKING : “EN 39 AJSP 3” for 3.2mm “EN 39 AJSP 4” for 4.0mm DELIVERY CONDITIONS a. As Rolled Condition (Without Protection) b. Hot Dip Galvanized
Inches mm Inches mm lbs/foot kg / m1.1/2 48.3 0.126 3.2 2.392 3.561.1/2 48.3 0.157 4.0 2.937 4.37
Outside Diameter Thickness Weight per unit length
+ 0.5mm -10% -7.5% On Single TubeOutside Diameter Thickness Weight
% C(Max)
% Si (Max)
% Mn (Max)
% P(Max)
% S(Max)
% Al(Max)
0.20 0.05 1.40 0.040 0.045 0.020
17
TECHNICAL DATA OF BLACK AND HOT DIP GALVANIZED STEEL PIPES CONFORMING TO ASTM A 135/A795 GRADE A / B
* Schedule 10 Thickness ** Not Schedule 10 CHEMICAL PROPERTIES
MECHANICAL PROPERTIES
Min percent elongation in 2”(50mm) is % El (Grade-A) = 56t + 16.5 % El (Grade-B) = 48t + 14 Where t = specified wall thickness (inch)
TOLERANCES OUTSIDE DIAMETER
THICKNESS 12.5% max under the nominal wall thickness. WEIGHT +/-10% on calculated standard nominal weight. MARKING Each pipe is stenciled as “JAZEERA STEEL OMAN, ASTM A135/A795 GR A / B-ERW SCH 10(or Thk-Inch) NPS- LENGTH-HEAT NO”
HEAT TREATMENT Weld seam of the ERW pipe in Grade-B shall be heat treated after welding to a minimum temperature of 10000F [5400C] so that no untempered martensite remains.
ZINC COATING MINIMUM : 1.30 oz / ft2 [400 Gm / Mtr2] AVERAGE : 1.50 oz / ft2 [460 Gm / Mtr2] FLATTENING TEST
STAGE-1 : For weld ductility until 2/3 of outside dia of specimen tube. STAGE-2 : For ductility of steel until 1/3 of outsidedia ofspecimen tube.STAGE-3 : Fullflattening for testing of laminated and unsound material.
INCH MM INCH MM INCH MM KG/MTR MTR/TON LB/FT FT/TON PSI KPA 3/4 20 1.050 26.7 0.083* 2.11 1.28 781 0.86 2562 700 48301 25 1.315 33.4 0.109* 2.77 2.09 478 1.41 1568 700 4830
1.1/4 32 1.660 42.2 0.109* 2.77 2.69 372 1.81 1221 1000 68901.1/2 40 1.900 48.30 0.109* 2.77 3.11 322 2.09 1056 1000 6890
2 50 2.375 60.3 0.109* 2.77 3.93 254 2.64 833 1000 68902.1/2 65 2.875 73.0 0.120* 3.05 5.26 190 3.53 623 1000 6890
3 80 3.500 88.9 0.120* 3.05 6.46 155 4.34 509 1000 68903.1/2 90 4.000 101.6 0.120* 3.05 7.41 135 4.98 443 1200 8270
4 100 4.500 114.3 0.120* 3.05 8.37 119 5.62 390 1200 82705 125 5.563 141.3 0.134* 3.40 11.58 86 7.78 283 1200 82706 150 6.625 168.3 0.134* 3.40 13.85 72 9.30 237 1000 68908 200 8.625 219.1 0.188** 4.78 25.26 40 16.96 130 800 5520
WEIGHT OF BLACK PIPESPLAIN END PIPESSTANDARD
TEST PRESSURENOMINAL PIPE SIZE STANDARD
OUTSIDE DIAMETER WALL THICKNESS
Carbon Manganese Phosphorus SulphurC Mn P S
0.25 0.95 0.035 0.0350.30 1.20 0.035 0.035
GRADE-AGRADE-B
ELEMENT
psi MPa psi MPaGrade-A 48000 330 30000 205Grade-B 60000 415 35000 240
Properties Tensile Strength Yield Strength
SIZE FROM SIZE TOINCH (MM) INCH (MM) POSITIVE NEGATIVE
3/4 (20) 1.1/2(40) 1/64 (0.40) 1/64 (0.40)2 (50) 8 (200) 1% OF OD 1% OF OD
TOLERANCE INCH(MM)
18
TTTTTTTTTTTTTTTTTTTETETETETETETTTTTTTETTTT CHNICAL DATA OF BLACK AND HOT DIP GALVANIZED SSSSSTS EEL PIPES CONFORMING TO ASTM A 135/A795 GRADE A / B
INCH MM INCH MM INCH MM KG/MTR MTR/TON LB/FT FT/TON PSI KPA3/4 20 1.050 26.7 0.083* 2.11 1.28 781 0.86 2562 700 48301 25 1.315 33.4 0.109* 2.77 2.09 478 1.41 1568 700 4830
1.1/4 32 1.660 42.2 0.109* 2.77 2.69 372 1.81 1221 1000 68901.1/2 40 1.900 48.30 0.109* 2.77 3.11 322 2.09 1056 1000 6890
2 50 2.375 60.3 0.109* 2.77 3.93 254 2.64 833 1000 6890
WEIGHT OF BLACK PIPESPLAIN END PIPESSTANDARD
TEST PRESSURENOMINAL PIPE SIZE STANDARD
OUTSIDE DIAMETER WALL THICKNESS
TEC
HN
ICA
L D
ATA
OF
BLA
CK
AN
D H
OT
DIP
GA
LVA
NIZ
ED S
TEEL
PIP
ES C
ON
FOR
MIN
G T
O IS
O 6
5-19
81
FO
R F
ABR
ICA
TIO
N A
ND
SH
API
NG
BY
NA
TUR
AL
TEC
HN
IQU
ES
NO
OF
PIEC
ESIN
CH
M
MIN
CH
M
MIN
CH
M
MIN
CH
M
MK
G/M
TRM
TR/T
ON
LBS/
FTFT
/TO
NK
G/M
TRM
TR/T
ON
LBS/
FTFT
/TO
NPE
R L
IFT
1/2
150.
827
21.0
00.
854
21.7
00.
091
2.30
1.08
092
60.
726
3038
1.09
091
70.
732
3010
130
3/4
201.
039
26.4
01.
067
27.1
00.
091
2.30
1.39
071
90.
934
2360
1.40
071
40.
941
2343
100
125
1.30
733
.20
1.33
934
.00
0.11
42.
902.
200
455
1.47
814
912.
220
450
1.49
214
7865
1.1/
432
1.65
041
.90
1.68
142
.70
0.11
42.
902.
820
355
1.89
511
632.
850
351
1.91
511
5151
1.1/
240
1.88
247
.80
1.91
348
.60
0.11
42.
903.
240
309
2.17
710
133.
280
305
2.20
410
0044
250
2.34
659
.60
2.39
060
.70
0.12
63.
204.
490
223
3.01
773
14.
560
219
3.06
471
930
2.1/
265
2.96
175
.20
3.00
476
.30
0.12
63.
205.
730
175
3.85
057
35.
850
171
3.93
156
124
380
3.46
187
.90
3.52
089
.40
0.14
23.
607.
550
132
5.07
343
57.
720
130
5.18
842
519
410
04.
449
113.
004.
524
114.
900.
157
4.00
10.8
0093
7.25
730
411
.100
907.
459
296
14 1
/215
0.82
721
.00
0.84
321
.40
0.07
92.
000.
947
1056
0.63
634
640.
956
1046
0.64
234
3216
0 3
/420
1.03
926
.40
1.05
926
.90
0.09
12.
301.
380
725
0.92
723
771.
390
719
0.93
423
6011
01
251.
307
33.2
01.
331
33.8
00.
102
2.60
1.98
050
51.
330
1657
2.00
050
01.
344
1640
801.
1/4
321.
650
41.9
01.
673
42.5
00.
102
2.60
2.54
039
41.
707
1292
2.57
038
91.
727
1277
611.
1/2
401.
882
47.8
01.
906
48.4
00.
114
2.90
3.23
031
02.
170
1016
3.27
030
62.
197
1003
512
502.
346
59.6
02.
370
60.2
00.
114
2.90
4.08
024
52.
742
804
4.15
024
12.
789
791
372.
1/2
652.
961
75.2
02.
992
76.0
00.
126
3.20
5.71
017
53.
837
575
5.83
017
23.
918
563
273
803.
461
87.9
03.
492
88.7
00.
126
3.20
6.72
014
94.
516
488
6.89
014
54.
630
476
244
100
4.44
911
3.00
4.48
411
3.90
0.14
23.
609.
750
103
6.55
233
610
.000
100
6.72
032
816
1/2
150.
827
21.0
00.
858
21.8
00.
102
2.60
1.21
082
60.
813
2711
1.22
082
00.
820
2689
130
3/4
201.
043
26.5
01.
075
27.3
00.
102
2.60
1.56
064
11.
048
2103
1.57
063
71.
055
2090
100
125
1.31
133
.30
1.34
634
.20
0.12
63.
202.
410
415
1.61
913
612.
430
412
1.63
313
5065
1.1/
432
1.65
442
.00
1.68
942
.90
0.12
63.
203.
100
323
2.08
310
583.
130
319
2.10
310
4851
1.1/
240
1.88
647
.90
1.92
148
.80
0.12
63.
203.
560
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7
SCR
EWED
AN
D S
OC
KET
ED P
IPES
NO
MIN
AL
OU
TSID
E D
IAM
ETER
WA
LL T
HIC
KN
ESS
WEI
GH
T O
F B
LAC
K P
IPES
PIPE
SIZ
EM
INIM
UM
MA
XIM
UM
LIGHT - 2 MEDIUM HEAVY
CLA
SS LIGHT - 1
PLA
IN E
ND
PIP
ES
19
TECHNICAL DATA TOLERANCES
CHEMICAL PROPERTIES PHOSPHORUS : 0.060% MAX SULPHUR : 0.060% MAX MECHANICAL PROPERTIES TENSILE STRENGTH : 320-520 N/MM2 ELONGATION : 15% MIN on GL 5.65xSq. Root of Cross Sectional Area LEAK TIGHTNESS TEST All pipes shall be tested hydrostatically at a pressure of 50 bar OR shall be 100% on-line eddy current tested. MARKING : Each pipes is stenciled with “JAZEERA STEEL OMAN - DN SIZE -SERIES- ISO 65’”
PACKING : Hexagonal Type
CLASS THICKNESS WEIGHT/PIECE WEIGHT / 10 MTLIGHT 1 -12.50% + / - 10.0% + / - 7.5%LIGHT 2 -8.00% -8.0 / +10.0% + / - 5.0%MEDIUM -12.50% + / - 10.0% + / - 7.5%HEAVY -12.50% + / - 10.0% + / - 7.5%
20
TECHNICAL DATA TOLERANCES
CLASS THICKNESS WEIGHT/PIECE WEIGHT / 10 MTLIGHT 1 -12.50% + / - 10.0% + / - 7.5%
TECHNICAL DATA OF SQUARE AND RECTANGLE HOLLOW SECTION CONFORMING TO THE SPECIFICATION ASTM A 500 GRADE-A
MM INCHES MM INCHES KG/MTR MTR/TON LB/FT FT/TON
0.90 0.035 0.297 3367 0.200 11047 4001.00 0.039 0.325 3077 0.218 10095 4001.20 0.047 0.377 2653 0.253 8702 4001.50 0.059 0.449 2227 0.302 7307 4000.90 0.035 0.410 2439 0.276 8002 3001.00 0.039 0.450 2222 0.302 7291 3001.20 0.047 0.528 1894 0.355 6214 3001.50 0.059 0.637 1570 0.428 5150 3000.90 0.035 0.495 2020 0.333 6628 3001.00 0.039 0.545 1835 0.366 6020 3001.20 0.047 0.641 1560 0.431 5118 3001.50 0.059 0.778 1285 0.523 4217 3001.20 0.047 0.867 1153 0.583 3784 1441.50 0.059 1.060 943 0.712 3095 1441.80 0.071 1.245 803 0.837 2635 1442.00 0.079 1.360 735 0.914 2412 1441.20 0.047 1.056 947 0.710 3107 811.50 0.059 1.297 771 0.872 2530 811.80 0.071 1.528 654 1.027 2147 812.00 0.079 1.678 596 1.128 1955 811.20 0.047 1.094 914 0.735 2999 811.50 0.059 1.340 746 0.900 2448 811.80 0.071 1.584 631 1.064 2071 812.00 0.079 1.740 575 1.169 1886 812.50 0.098 2.111 474 1.419 1554 813.00 0.118 2.455 407 1.650 1336 81
NO OF PCS PER BUNDLE
12 X 12 0.472 X 0.472
16 X 16 0.630 X 0.630
SECTION WEIGHT DETAILSTHICKNESSSIZE
30 X 30 1.18 X 1.18
31 X 31 1.22 X 1.22
19 X 19 0.748 X 0.748
25 X 25 0.984 X 0.984
21
MM INCHES MM INCHES KG/MTR MTR/TON LB/FT FT/TON
1.20 0.047 1.357 737 0.912 2418 64
1.50 0.059 1.673 598 1.124 1961 64
1.80 0.071 1.980 505 1.330 1657 64
2.00 0.079 2.179 459 1.464 1506 64
2.50 0.098 2.660 376 1.787 1233 64
3.00 0.118 3.114 321 2.093 1054 64
3.50 0.138 3.544 282 2.381 926 64
4.00 0.157 3.946 253 2.652 831 641.50 0.059 2.239 447 1.505 1465 491.80 0.071 2.659 376 1.787 1234 492.00 0.079 2.934 341 1.972 1118 492.50 0.098 3.602 278 2.420 911 492.80 0.110 3.991 251 2.682 822 493.00 0.118 4.246 236 2.853 773 493.50 0.138 4.863 206 3.268 675 304.00 0.157 5.454 183 3.665 602 304.50 0.177 6.020 166 4.045 545 305.00 0.197 6.560 152 4.408 500 301.80 0.071 4.072 246 2.736 806 362.00 0.079 4.504 222 3.027 728 362.30 0.091 5.144 194 3.457 638 362.50 0.098 5.565 180 3.740 590 363.00 0.118 6.601 151 4.436 497 363.50 0.138 7.610 131 5.114 431 204.00 0.157 8.594 116 5.775 382 204.50 0.177 9.552 105 6.419 343 205.00 0.197 10.485 95 7.046 313 206.00 0.236 12.273 81 8.247 267 201.80 0.071 4.354 230 2.926 754 362.00 0.079 4.818 208 3.238 681 362.30 0.091 5.505 182 3.699 596 362.50 0.098 5.958 168 4.004 551 363.00 0.118 7.072 141 4.752 464 363.50 0.138 8.160 123 5.483 402 164.00 0.157 9.223 108 6.198 356 164.50 0.177 10.259 97 6.894 320 165.00 0.197 11.270 89 7.573 291 165.50 0.217 12.256 82 8.236 268 166.00 0.236 13.215 76 8.880 248 16
SECTION WEIGHT DETAILS NO OF PCS PER BUNDLE
50 X 50 1.968 X 1.968
38 X 38 1.496 X 1.496
80 X 80 3.149 X 3.149
75 X 75 2.953 X 2.953
SIZE THICKNESS
22
MM INCHES MM INCHES KG/MTR MTR/TON LB/FT FT/TON
1.20 0.047 1.357 737 0.912 2418 64
1.50 0.059 1.673 598 1.124 1961 64
1.80 0.071 1.980 505 1.330 1657 64
2 00 0 079 2 179 459 1 464 1506 64
SECTION WEIGHT DETAILS NO OF PCS PER BUNDLE
1 496 X
SIZE THICKNESS
MM INCHES MM INCHES KG/MTR MTR/TON LB/FT FT/TON2.00 0.079 6.074 165 4.082 540 162.50 0.098 7.527 133 5.058 436 163.00 0.118 8.956 112 6.018 366 163.50 0.138 10.358 97 6.960 317 164.00 0.157 11.734 85 7.885 280 164.50 0.177 13.085 76 8.793 251 165.00 0.197 14.410 69 9.683 228 95.50 0.217 15.709 64 10.556 209 96.00 0.236 16.982 59 11.411 193 96.50 0.256 18.231 55 12.251 180 97.00 0.276 19.452 51 13.071 169 97.50 0.295 20.648 48 13.875 159 98.00 0.315 21.819 46 14.662 150 92.00 0.079 7.644 131 5.137 429 162.50 0.098 9.490 105 6.377 346 163.00 0.118 11.311 88 7.601 290 163.50 0.138 13.105 76 8.806 250 164.00 0.157 14.874 67 9.995 221 164.50 0.177 16.617 60 11.166 197 95.00 0.197 18.335 55 12.321 179 95.50 0.217 20.026 50 13.457 164 96.00 0.236 21.693 46 14.577 151 96.50 0.256 23.333 43 15.679 141 97.00 0.276 24.947 40 16.764 132 97.50 0.295 26.536 38 17.831 124 98.00 0.315 28.099 36 18.882 117 91.50 0.059 1.061 943 0.713 3092 811.80 0.071 1.246 803 0.837 2633 812.00 0.079 1.363 734 0.916 2407 812.50 0.098 1.640 610 1.102 2001 813.00 0.118 1.890 529 1.270 1736 811.50 0.059 1.297 771 0.872 2530 1001.80 0.071 1.528 654 1.027 2147 1002.00 0.079 1.678 596 1.128 1955 1002.50 0.098 2.032 492 1.365 1615 643.00 0.118 2.362 423 1.587 1389 64
31 X 19 1.220 X 0.748
40 X 20 1.575 X 0.787
100 X 100
3.937 X 3.937
125 X 125
4.921 X 4.921
SIZE THICKNESS SECTION WEIGHT DETAILS NO OF PCS PER
23
24
MM INCHES MM INCHES KG/MTR MTR/TON LB/FT FT/TON
1.50 0.059 1.415 707 0.951 2319 1001.80 0.071 1.670 599 1.122 1965 1002.00 0.079 1.835 545 1.233 1788 1002.50 0.098 2.229 449 1.498 1472 643.00 0.118 2.597 385 1.745 1263 641.50 0.059 1.650 606 1.109 1988 811.80 0.071 1.952 512 1.312 1681 812.00 0.079 2.148 466 1.443 1527 812.50 0.098 2.621 382 1.761 1252 643.00 0.118 3.068 326 2.062 1069 641.50 0.059 2.000 500 1.344 1640 811.80 0.071 2.376 421 1.597 1381 812.00 0.079 2.619 382 1.760 1253 812.50 0.098 3.210 312 2.157 1022 813.00 0.118 3.774 265 2.536 869 811.50 0.059 2.239 447 1.505 1465 641.80 0.071 2.659 376 1.787 1234 642.00 0.079 2.934 341 1.972 1118 422.50 0.098 3.603 278 2.421 911 423.00 0.118 4.246 236 2.853 773 421.50 0.059 2.709 369 1.820 1211 421.80 0.071 3.220 311 2.164 1019 422.00 0.079 3.560 281 2.392 922 422.50 0.098 4.390 228 2.950 747 423.00 0.118 5.187 193 3.486 633 423.50 0.138 5.962 168 4.006 550 254.00 0.157 6.709 149 4.508 489 254.80 0.189 7.853 127 5.277 418 255.00 0.197 8.130 123 5.463 404 25
60 X 40 2.362 X 1.575
50 X 25 1.968 X 0.984
80 X 40 3.150 X 1.575
SECTION WEIGHT DETAILS NO OF PCS PER BUNDLE
SIZE THICKNESS
40 X 25 1.575 X 0.984
60 X 30 2.362 X 1.181
MM INCHES MM INCHES KG/MTR MTR/TON LB/FT FT/TON
SECTION WEIGHT DETAILS NO OFPCS PER BUNDLE
SIZE THICKNESS
25
Weighment
MM INCHES MM INCHES KG/MTR MTR/TON LB/FT FT/TON
2.00 0.079 4.504 222 3.027 728 362.30 0.091 5.144 194 3.457 638 362.50 0.098 5.565 180 3.740 590 363.00 0.118 6.601 151 4.436 497 363.50 0.138 7.610 131 5.114 431 204.00 0.157 8.595 116 5.776 382 204.50 0.177 9.553 105 6.419 343 205.00 0.197 10.485 95 7.046 313 206.00 0.236 12.273 81 8.247 267 207.00 0.276 13.957 72 9.379 235 208.00 0.315 15.539 64 10.441 211 202.00 0.079 5.446 184 3.660 602 202.30 0.091 6.227 161 4.184 527 202.50 0.098 6.743 148 4.531 487 203.00 0.118 8.014 125 5.385 409 203.50 0.138 9.259 108 6.222 354 204.00 0.157 10.479 95 7.042 313 204.50 0.177 11.672 86 7.843 281 205.00 0.197 12.840 78 8.628 256 205.50 0.217 13.983 72 9.396 235 126.00 0.236 15.099 66 10.146 217 127.00 0.276 17.254 58 11.594 190 128.00 0.315 19.307 52 12.973 170 122.00 0.079 6.702 149 4.503 490 162.30 0.091 7.671 130 5.155 428 162.50 0.098 8.313 120 5.586 395 163.00 0.118 9.898 101 6.651 331 163.50 0.138 11.457 87 7.699 286 164.00 0.157 12.991 77 8.729 253 164.50 0.177 14.498 69 9.742 226 165.00 0.197 15.980 63 10.738 205 95.50 0.217 17.437 57 11.717 188 96.00 0.236 18.867 53 12.678 174 97.00 0.276 21.650 46 14.548 152 98.00 0.315 24.331 41 16.349 135 9
120 X 100 4.724 X 3.937
100 X 50 3.937 X 1.968
120 X 60 4.724 X 2.362
SIZE THICKNESS SECTION WEIGHT DETAILS NO OF PCS PER BUNDLE
26
MM INCHES MM INCHES KG/MTR MTR/TON LB/FT FT/TON
2.00 0.079 5.289 189 3.554 620 202.50 0.098 6.546 153 4.399 501 203.00 0.118 7.778 129 5.227 422 203.50 0.138 8.984 111 6.037 365 204.00 0.157 10.165 98 6.830 323 204.50 0.177 11.319 88 7.606 290 205.00 0.197 12.448 80 8.365 264 205.50 0.217 13.551 74 9.106 242 126.00 0.236 14.628 68 9.830 224 127.00 0.276 16.705 60 11.225 196 128.00 0.315 18.679 54 12.551 176 122.00 0.079 6.074 165 4.081 540 202.50 0.098 7.528 133 5.058 436 203.00 0.118 8.956 112 6.018 366 203.50 0.138 10.358 97 6.960 317 124.00 0.157 11.735 85 7.885 280 124.50 0.177 13.085 76 8.793 251 125.00 0.197 14.410 69 9.683 228 125.50 0.217 15.710 64 10.556 209 126.00 0.236 16.983 59 11.412 193 127.00 0.276 19.452 51 13.071 169 128.00 0.315 21.819 46 14.661 150 122.00 0.079 6.859 146 4.609 478 202.50 0.098 8.509 118 5.718 386 203.00 0.118 10.133 99 6.809 324 203.50 0.138 11.732 85 7.883 280 124.00 0.157 13.305 75 8.940 247 124.50 0.177 14.852 67 9.980 221 125.00 0.197 16.373 61 11.002 200 125.50 0.217 17.868 56 12.007 184 126.00 0.236 19.338 52 12.994 170 127.00 0.276 22.200 45 14.918 148 128.00 0.315 24.959 40 16.771 131 122.00 0.079 7.644 131 5.136 429 122.30 0.091 8.755 114 5.883 375 122.50 0.098 9.490 105 6.377 346 123.00 0.118 11.311 88 7.600 290 93.50 0.138 13.106 76 8.807 250 94.00 0.157 14.875 67 9.995 221 94.50 0.177 16.618 60 11.167 197 95.00 0.197 18.335 55 12.321 179 95.50 0.217 20.027 50 13.458 164 96.00 0.236 21.693 46 14.577 151 97.00 0.276 24.947 40 16.764 132 98.00 0.315 28.099 36 18.881 117 9
150 X 100 5.906 X 3.937
125 X 50 4.921 X 1.968
125 X 75 4.921 X 2.953
150 X 75 5.906 X 2.953
SECTION WEIGHT DETAILS NO OF PCS PER BUNDLE
SIZE THICKNESS
MM INCHES MM INCHES KG/MTR MTR/TON LB/FT FT/TON
5.2892.00 0.079 189 3.554 620 206.5462.50 0.098 153 4.399 501 207.7783.00 0.118 129 5.227 422 20
208.984 111 6.037 3653.50 0.1382010.165 98 6.830 3234.00 0.157
125 X 50 4.921 X
SECTION WEIGHT DETAILS NO OF PCS PER BUNDLE
SIZE THICKNESS
SPECIFICATION DETAILS
TOLERANCES
OUTER DIMENSIONSSpecified Outside Large Flat Dimension Permissible Variations
Inch [mm] Over and Under Specified Outside Flat Dimensions
Inch [mm]2.1/2"[63.5] or under 0.020 [0.51]
Over 2.1/2 to 3.1/2 [63.5 to 88.9], incl 0.025 [0.64]Over 3.1/2 to 5.1/2 [88.9 to 139.7], incl 0.030 [0.76]
Over 5.1/2 [139.7] 0.01 times large flat dimensionTHICKNESS : + / - 10% of Wall Thickness SQUARENESS OF SIDES : 900 + / - 20 CORNER RADIUS : 3 times to Wall Thickness (Maximum) STRAIGHTNESS : 1 in 500 mm TWIST : 2 mm plus 0.5mm per mtr length (Maximum)
MECHANICAL PROPERTIES YIELD STRENGTH : 269 N/MM2 (Min )
TENSILE STRENGTH : 310 N/MM2 (Min )
ELONGATION : 25 % Minimum on 2.0” Gauge Length CHEMICAL PROPERTIES CARBON : 0.26 % MAX
PHOSPHORUS : 0.035 % MAX
SULPHUR : 0.035 % MAX END FINISH Sections shall be supplied with Mill Finish SURFACE PROTECTION All sections shall be supplied with rust protective oil coating.
27
Storage
Al J
azee
ra S
teel
Pro
duct
s C
o. S
AO
G
3810
040
100
1650
1275
4010
08
36
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16
GIS
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ASTM
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SIZE
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29
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015
.41
±0.6
0±0
.60
±0.6
0±0
.60
±0.6
0±0
.80
±0.8
0±0
.80
±0.8
0±0
.80
±0.8
0
STR
AIG
HTN
ESS
… D
<_
25m
m to
lera
nce
Not
est
ablis
hed
TO
LER
ANC
E O
N M
ASS
10
mm
to 1
6mm
(D
IA)
± 5
% s
ectio
n w
eigh
t T
OLE
RAN
CE
ON
LEN
GTH
+ 1
00 m
m w
here
min
imum
leng
th a
re re
quire
d
30
SQU
AR
ES
Thic
knes
s(m
m)
Tol.
8±
0.50
10±
0.50
12±
0.50
13±
0.50
14±
0.50
15±
0.50
16±
0.50
18±
0.50
20±
0.50
25±
0.50
30±
0.6
32±
0.6
35±
0.6
40±
0.80
45±
0.80
50±
0.80
STR
AIG
HTN
ESS
Nom
inal
siz
e a
<_
25 N
ot fi
xed
25m
m to
80m
m
Tol
eran
ce 0
.4%
L o
ver f
ull b
ar le
ngth
TO
LER
ANC
E O
N L
ENG
TH …
+ 1
00 M
M w
here
min
imum
leng
th a
re re
quire
d
7.07
8.04
r <_
2.5m
m9.
6212
.60
15.9
019
.6
1.33
r <_
1.5
mm
1.54
1.77
3°/M
with
a m
ax o
f 18
°
2.01
2.54
3.14
4.91
r <_
2 m
m
Kg/
Mtr
Twis
tC
OR
NER
RA
DIU
S0.
502
4°/M
with
a m
ax o
f 24
°
r <_
1.m
m0.
785
1.13
FL
AT
BA
RS
Thic
knes
s(m
m)
44.
54.
75
68
910
1216
1920
2530
381.
341.
491.
792.
382.
682.
983.
5840
1.26
1.41
1.57
1.88
2.51
3.14
501.
571.
771.
841.
962.
363.
143.
533.
934.
716.
287.
859.
8111
.860
2.36
2.83
3.77
4.24
4.71
5.65
9.42
653.
064.
595.
106.
1270
2.75
3.30
4.40
4.95
5.50
6.59
8.79
10.4
411
.080
3.14
3.77
5.02
6.28
12.5
610
03.
934.
716.
287.
077.
859.
4212
.56
15.7
019
.60
Sym
bol
38 40 50 60 65 70 80 100
±1.5
0±
0.5
± 1
± 0.
5±1
.50
± 0.
5 T
OLE
RA
NC
E O
N L
EN
GTH
… +
100
MM
whe
re m
inim
um le
ngth
ar
e re
quire
d±1
.50
± 0.
5
± 1
± 0.
5±
1±
0.5
TO
LER
AN
CE
ON
MA
SS
– ±
4 %
For
thic
knes
ses
for t
> 4
mm
± 1
± 0.
5
Tole
ranc
eW
IDTH
(MM
)TH
ICK
NE
SS
(MM
) S
TRA
IGH
TNE
SS
N
omin
al c
ross
-sec
tion
<100
0 m
m² T
oler
ance
q
<_ 0
.4%
L o
ver f
ull b
ar le
ngth
± 1
± 0.
5
31
CH
AN
NE
LS
Sym
bol
Web
Wid
th
(mm
)
Flan
geW
idth
(mm
)W
eb T
hick
. (m
m)
Flan
geTh
ick.
(mm
)C
100
x50x
610
050
68.
5C
100
x50x
510
050
57.
5C
100
x50x
3.86
100
503.
866
C 7
5x40
x575
405
7C
75x
40x3
.86
7540
3.86
5.2
FLAN
GE
C 1
00x5
0±
1.5
C 7
5x40
± 1.
5
STR
AIG
HTN
ESS
; H
<_
150m
m 0
.3%
L o
ver f
ull b
ar le
ngth
H
EEL
RAD
IUS
;
All
SIZ
ES T
oler
ance
<_
0.3
t W
EB F
LATN
ESS
;
H <
_ 10
0 T
oler
ance
± 0
.5 m
m T
OLE
RAN
CE
ON
LEN
GTH
+ 1
00 m
m w
here
min
imum
leng
th a
re re
quire
d
± 2.
0±
0.50
-0.5
± 1.
5±
0.50
-0.5
10.6
9.36 7.3
6.92
WEB
FLAN
GE
Sect
iona
l Wei
ght
(Kg/
M)
Sym
bol
WID
TH (M
M)
THIC
KNES
S (M
M)
WEB
Tolerance
5.36
32
33
DEFORMED BAR (RE BAR)
%C %Mn %S %P Ys N/mm2 Min
T.S. N/mm2
Min.
E at Fracture % Min.
Agt % Min Guage Length
Bending Angle
DegreeBending Dia mm RE-bending
Angle DegreeRe-bending Dia
mm
BS 4449:1997 Gr.460B 0.25 -- 0.050 0.050 460 YSx1.08 14 5 Sd -- -- 45 ° to 23° 16 mm -Sd
16 mm 7d
BS 4449:2005 Gr.B 500B 0.22 -- 0.050 0.050 500 YSx1.08 -- 5 -- -- -- 90 ° to20° 16 mm -4d
16 mm 7d
ASTM A 615 Grade 60 -- -- 0.060 -- 420 620
20 -922-25 mm
-8-- 200 mm 180 °
16 mm -3.5d18-25 mm -5d
28mm -7d-- --
DIN 488 :2009 Gr B500B 0.22 -- 0.050 0.050 500 YSx1.08 -- 5 Sd -- -- 90 ° to20°
16 mm -5d16-28 mm -8d 28 -32 mm -10d
YS - Yield Strength : TS- Tensile Strength ,E- Elongation :Agt -Total Elongation at maximum force
Nominal Dia
0810121416182022252832
Standard
Minimum 4 (Two end straps will be 0.50 Mtr from the End)Straps Per Bundle
Weight Diameter of Bundle
1,2 M.T.150 to 300 mm (varies according to dia of rebar 8 mm to 36 mm)
Bundle Characteristics
BS 4449:2005 Gr.B 500B
ASTM A 615 Grade 60 > 10 ± 6.0
> 8 ± 4.5
DIN 488 :2009 Gr B500B
Up to 8
Up to 10
Up to 8
± 6.0
± 8.0
± 6.0
> 8 ± 4.5
Rebar can be Supplied in 6.0 mtr or 12 mtr LengthPlain Round Bars are produced in 6.0 mtr & 12 Mtrs in 16 to 50 mm Dia
Size (mm)8 to 10
> 10
BS 4449:1997 Gr.460B
Deviation(%)± 6.5
± 4.5
Permissible Deviation From Nominal Mass
2.0162.0162.0032.0331.9711.969
6856443426
2.0001.9992.0032.0042.010
4222701881381068424.00
29.6435.7646.2057.9675.72
2.4702.9803.8504.8306.310
18.96
0.3950.6170.8881.2101.5802.000
Standard Grade
Chemical Composition % Max Bending Test Rebending TestMechanical Properties
4.747.4010.6614.52
Specification
6 & 12 metersFrom 8 mm to 36 mm
British Standard BS 449:1997 Grade 460BASTM A 615 Grade 60
DIN 488-1:2009-08 Grade B500BAmerican StandardGerman Standard
Unit Mass (Kg/Mtr) Nominal Mass (Kg/piece) Pieces/Bundle Weight/Bundle (M.T.)
Mill Standard Bar Count 12 meter Length
DiameterCommercial Length
STR
UC
TU
RA
L S
TE
EL
S
S 3
55JR
A 5
72 G
r.50
Ss4
9050
B
S 2
35JO
S 2
75JO
A 5
72 G
r.40
43C
EN10
025
ASTM
SS
400
SM
/ 40
0/A
/B/C
Str
uctu
ral s
teel
gra
des
acco
rdin
g to
the
Fol
low
ing
Nat
iona
l And
Inte
rnat
iona
l Sta
ndar
ds c
an b
e su
pplie
d
S 2
75 J
R43
B
S 2
35 J
RG
2A
36
JIS31
01/JISG31
06BS
4360
S23
5 JR
50B
43C
43 B
BS43
60
34
35
Certificate Number 20090401- EX15200 Page 1 of 1 Report Reference EX15200, 2007 March 09 Issue Date 2009 April 01
Issued to: AL JAZEERA STEEL PRODUCTS CO SAOG Po Box 40, Sohar Industrial Estate
Sultanate Of Oman, 327 Oman.
Metallic Sprinkler PipeThis is to certify that representative samples of Schedule 40, Grade A, steel pipe in the 1/2, 3/4, 1, 1-1/4, 1-1/2, 2, 2-1/2, 3, 3-1/2,
4, 5, 6 and 8 in. sizes. Schedule 40, Grade B, steel pipe in the 1, 1-1/4, 1-1/2, 2, 2-1/2, 3, 3-1/2, 4, 5, 6 and 8 in. sizes.
Have been investigated by Underwriters Laboratories Inc.® in accordance with the Standard(s) indicated on this Certificate.
Standard(s) for Safety: UL 852 - The Standard for Metallic Sprinkler Pipe For Fire Protection - Edition 1, revised July 11, 2005.
Additional Information: All pipes with threaded ends shall conform to ANSI B1.20.1.
Look for the UL Listing Mark on the product
Issued by: Lavanya Govardhanam Reviewed by: Daniel R. Weaver Lavanya Govardhanam, Customer Service Professional Daniel R. Weaver, Project Engineer UL India Private Limited Underwriters laboratories Inc.
Any information and documentation involving UL Mark services are provided on behalf of Underwriters laboratories Inc. (UL) or any authorized licensee of UL. For question in Singapore you may call +65-62740702.
Only those products bearing the UL Listing Mark should be considered as being covered by UL's Listing and Follow-Up Service.
The UL Listing Mark generally includes the following elements: the symbol UL in a circle: with the word “LISTED”; a control number (may be alphanumeric) assigned by UL; and the product category name (product identifier) as indicated in the appropriate UL Directory.
The scope of this license includes the following: Manufacturer of Line Pipe Plain End at PSL 1: Type of Pipe: HFW / Delivery Condition: N / Highest Grade: X60; Manufacturer of Line Pipe Plain End at PSL 2: Type of Pipe: HFW / Delivery Condition: N / Highest Grade: X60 QMS Exclusions: Section 7.5.4, Customer Property; Section 7.3, Design and Development
AL JAZEERA STEEL PRODUCTS CO. SAOG Road No. 3 Sohar Industrial Estate
Sohar Sultanate of Oman
5L-0594
5L-0594
API Spec 5L
Effective Date: OCTOBER 22, 2013 Expiration Date: OCTOBER 22, 2016
36