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Product Catalouge
At JSPL, our timeless business philosophy makes us the best suited for the changing world. In our constant growth and innovation, we have always put forth the importance of setting standards. It is through this constant quest to enhance our capabilities, enrich the lives we touch and ensure that we stay true to our principles that we have now emerged as a dynamic firm of tomorrow. We are part of the US$6 billion Jindal Organisation and have business interest in steel production, power generation, mining, sponge iron, ferro chrome and heavy machinery. With growth and innovation as our driving philosophy, we are now putting in place, engines for growth, by increasing our manufacturing capabilities and developing an innovative product mix to take the competitiveness to the next level. We are a socially responsible firm that values our customers, employees, stakeholders and community at large. Our goal is to become the most preferred steel manufacturer in the country.
[ About Ourselves ] Manufacturing Facilities Jindal Steel & Power Ltd. (JSPL) has manufacturing operations based in Raigarh, Chhattisgarh, with a steel production capacity of 3 MTPA, which will be expanded to 6 MTPA. JSPL is one of the most economic power producers in the country, with a current capacity of 340 MW, which will soon be expanded to 600 MW. JSPL also owns captive Iron Ore mines at Tensa in Orrisa, Coalmines and a 6 MTPA Coal washery at Dongamuha in Chattisgarh. JSPL has also created history by becoming the largest coal-based sponge iron manufacturer in the world.
Future Plan JSPL is set to vault itself even higher on the domestic and global stage through diversified investment strategy, holding foothold in high growth market and continuously pursuing opportunities to expand in the core areas.
Domestic India is an integral component for JSPL’s strategic growth and the company continues to build upon the solid market presence. JSPL’s investment strategy in India continues to evolve with focus on Chhattisgarh, Jharkhand and Orissa. In Chhattisgarh the plan is to expand the operations and increase the steel production capacity to 6 million tonnes per annum (MTPA) at an additional investment of Rs. 8000 crores. JSPL is also investing over Rs. 13500 crores in Orissa for a steel plant with capacity of 6 MTPA and power generation of 900 MW. In Jharkhand the company is investing over Rs. 15,000 crores for a steel plant with capacity of 6 MTPA and power generation of 1000 MW. JSPL has taken over Bihar Alloys Ltd. in Jharkhand and is re-constructing the facility for steel production.
Global JSPL has won the development rights for 20 billion tonnes of iron ore reserves in Bolivia (South America). The company is planning to invest US $2.1 billion over next 8 years for mining and setting up an integrated steel plant with following capacities : Pellet Plant
10 million tonnes per annum
Sponge Iron Plant (DRI)
6 million tonnes per annum
Steel Plant
1.7 million tonnes per annum
Power Plant
450 MW
This is the largest investment by an Indian company in Latin America and the largest foreign investment in a single project in Bolivia, so far. This huge investment is expected to generate large-scale employment in the country. Apart from the above, JSPL is also engaged in exploration of diamonds in Democratic Republic of Congo. All these expansions are a testament to the fact that at Jindal Steel & Power Ltd. we are working towards a bright future. For you and for us.
[ Iron Making ]
Direct Reduced Iron Process JSPL has the world’s largest coal based sponge iron manufacturing facility, which uses indigenously developed rotary kilns (6 Kilns of 300 TPD and 4 Kilns of 500 TPD). Being the only sponge iron manufacturer with its own captive raw material resources and power generation, we lead the Indian market in coal-based sponge iron sector with a manufacturing capacity of 1.37 MTPA with a metallic iron content of more than 81 percent.
Blast Furnace
JSPL operates a high-productivity Blast Furnace of 1681CuM volume with a capacity of 1.25 MTPA of hot metal. We also have a Mini Blast Furnace with a volume of 351 CuM producing 0.25 MTPA of hot metal.
Coke Oven & Sinter Plant The blast furnace is ed by a 2.3 MTPA capacity Sinter Plant and 0.8 MTPA coke oven.
[ Steel Making ]
Electric Arc Furnace
Our 2 x 100 Tonne UHP-EBT Electric Arc Furnaces with supersonic lance and carbjet facilities have eccentric bottom tapping feature which ensures slag free tapping of steel.
Ladle Refining Furnace
Our 3x100 Tonne capacity LRF facility is used to carry out the steel refining operations including desulphurisation. Owing to no use of outside scrap (only plant retun scrap) and usage of metallics based on ore from our own mines, a very lew level of inclusion is achieved. As a result, our furnaces are capable of making a wide ranging grades of alloy steel as per customers’ requirements.
Vacuum Tank Degassing Capable of producing a vacuum level of less than 1 mbar for effective degassing of steel, the VTD can achieve very low hydrogen and oxygen levels as per customer’s requirements.
Continous Casting
„
„ „
JSPL’s Continous Casting facilities include : A 3-strand beam blank-cum-bloomcum-round caster facility (only one of its kind in the country). A 6-strand billet-cum-round caster. A single strand slab caster with a maximum casting width of 2600 mm.
[ Finishing Mills ] (Rail & Universal Beam Mill)
Rail & Universal Beam Mill „ „
„
„
„
1.25 MTPA rolling capacity. Mill upgraded with a Universal Tandem Mill, lastest technology in rolling of Structural sections and Rails. World’s longest Rail production facility to produce 120 Meter long rail. First in India to produce Large Parallel Flange Beams and Column sections. Beam sections upto 700 mm are in regular production. Rolling of Beams of larger depth up to 900mm is on the anvil. Facility to produce 240/480 Meter Flash Butt Welded Rail s.
Universal Tandem Rolling „ „ „
Universal Roughing (UR). Edger. Universal Finishing (UF).
NDT Centre for Rails „ „ „
Laser straightness measurement. EDDY current testing. Ultrasonic testing.
[ Plate Mill ]
Plate Mill Features „
„
„
„
„
„
„
„
„
„
Walking beam type reheating furnace of 200MT/hour capacity with Level 2 automation, supplied by Techint-ltaly. High-pressure (200bar) primary & secondary de-scalers with hydraulically operated header height control facilty for different slab thicknesses. Slab turning before and after 2 Hi Roughing Mill : (CROSS ROLLING). Automatic Width Control through vertical edger. 4 Hi reversing finishing mill with Steckle furnace & hydraulic auto gauge control system with X-ray gauge. LPG fired steckle furnaces at entry & exit sites of the finishing mill to maintain temperatures during rolling for coil production. Accelerated water-cooling system (Laminar Cooling) to control metallurgical parameters with good surface finish & coiling temperature. Heavy leveler is installed on-line to control flatness after finishing. On line plate tilting for both surface inspection and shearing facility for cutting plates in required lengths. On line Ultrasonic testing facility.
Quality Assuarance „ „ „ „ „
„
„ „ „
„
Computerized Tensile Testing machine. Digitalized Hardness Tester. EN & ASTM Impact Testing machines. 100T-Bending cum Folding machine. High Magnification Metallurgical Microscope with Image Analyzer. A Direct Reading Optical Emission Spectrometer with gas analytical channel. Offline Ultrasonic Testing machine. Drop Weight Tear Test (DWTT) machine. Chemical lab equipped with Muffle Furnace for R&D study. Fully equipped sample preparation workshop.
[ Quality Control ] and R&D
Raw Material „
X-Ray Fluorescence Spectrometers.
„
Satmagan.
„
Chromatograph.
„
RI - RDI testing Instrument.
„
CSR - CRI testing.
„
Tumbler Testing.
„
Shatter Testing.
„
Sieve Analysis.
„
Crushers and grinders.
„
Well equipped chemical laboratories.
Steel (In-Process & Semis) „
Optical Emission Spectrometers.
„
C-S Analyzer(Leco).
„
O-N Analyzer(Leco).
„
Hydrogen Analyzer(Leco).
„
Hydris.
„
Macro etching.
„
Sulphur Printing.
„
Ultrasonic Testing.
„
Simulated Properties testing like Tensile properties, Jominy End Quench Testing, Grain Size etc.
Finished Products „
Universal Testing Machine.
„
Bending and Folding Machine.
„
Impact Testing Mavhine.
„
Residual Stress Measurement.
„
On line and off-line Ultrasonic Testing.
„
Metallograph with image analyszing system.
„
Eddy Current testing.
„
Miniprof profile measuring instrument.
„
Well equipped sample preparation facilities
[ Value Added ] Products
Hot Rolled Sections and Rails „ „ „ „ „ „
Medium & Large size Parallel Flange Beams Parallel Flange Columns Channels Crane Rails Track Rails Cathode Bar
Hot Rolled Plates and Coils Fabricated Beams (from Beam Welding
„
„
„
Line being commissioned) Fabricated Beams/Columns in size range 350 mm to 2000 mm. Beams sall be fabricated in custom-made sizes using submerged-arc-welding process, duly straightened and end-faced. Beams can also be delivered in shot-blasted condition. Distinct quality advantages over on-site fabricated beams.
Continuously Cast Products „ „ „ „
Billets/Blooms Beam Blanks Rounds Slabs
Metallics & Ferro Alloys „ „ „
Sponge Iron Lumps & Fines Pig Iron High Carbon Ferro Chrome
[ Product Range ] (1) SEMIS Product Billets/ Blooms Beam Blanks Rounds (mm) Slabs
Range 130 x 130 mm, 150 x 150mm, 200 x 200mm, 250x250mm, 280 x 320mm, 285 x 390mm 480x420x120, 355x280x90mm 140 Ø, 162 Ø, 200 Ø, 220 Ø, 305 Ø, 355 Ø for Seamless pipe industry Width 1500 to 2600 mm, Thickness 215, 250, 280mm
(2) STRUCTURAL SECTIONS* BEAMS SL No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 COLUMNS
DEPTH (mm) x FLANGE WIDTH (mm) x SECTIONAL WEIGHT (kg/m) UB 203 x 133 x 25/30 UB 254 x 146 x 31/37/43 UB 305 x 165 x 40/46/54 UB 356 x 171 x 45/51/57/67 NPB/IPE 400 x 180 x 57.4/66.3/75.7 UB 406 x 178 x 54/60/67/74 NPB/IPE 450 x 190 x 67.2/77.6/92.4 UB 457 x 191 x 67/74/82/89/98 NPB/IPE 500 x 200 x 79.4/90.7/107.3 UB 533 x 210 x 82/92/101/109/122 NPB/IPE 600 x 220 x 107.6/122.4/154.5 WPB/HE 600 x 300 x 128.8/177.8/211.9/285.5 UB 610 x 229 x 101/113/125/140 WPB/HE 700 x 300 x 149.9/204.5/240.5/300.7 WPB/HE 800 x 300 x 172/224/262/317 [ on the anvil / subject prior agreement] WPB/HE900 x 30 x 198/252/291/333 [ on the anvil / subject prior agreement]
SL NO. 1 2 3 4 CHANNELS
DEPTH (mm) x FLANGE WIDTH (mm) x SECTIONAL WT (kg/m) UC 152 x 152 x 23/30/37 UC 203 x 203 x 46/52/60/71/86 UC 254 x 254 x 73/89/107/137/167 UC 305 x 305 x 97/118/137/158/198/240/283
SL NO. 1 2 3 4 5 6 7
DEPTH (mm) x FLANGE WIDTH (mm) x SECTIONAL WT (kg/m) ISMC 250 x 80 x 30.6 ISMC 250 x 82 x 34.2 ISMC 250 x 83 x 38.1 ISMC 300 x 90 x 36.3 ISMC 300 x 92 x 41.5 ISMC 300 x 93 x 46.2 ISMC 400 x 100 x 50.1
(3) RAILS* RAIL CRANE RAIL
IRS 52, UIC 60, UIC 54 is on the anvil CR80, CR 100 *Please refer Annexure - A for the dimensional details & sectional properties of above products.
(4) PLATES THICKNESS RANGE WIDTH RANGE LENGTH STANDARD LENGTH
5mm to 150mm 1500mm to 3500mm 3 mtr to 12.5 mtr (as per requirement) 5 mtr, 5.6mtr, 6.3mtr, 7.1 mtr, 8 mtr, 9.3 mtr, 10 mtr, 12 mtr, 12.5 mtr.
(5) COILS THICKNESS RANGE WIDTH RANGE MAX COIL WEIGHT
5mm to 16mm 1500mm to 3000mm 30 MT.
SPECIFICATIONS FOR CONTINOUS CAST PRODUCTS Continuous Cast Rounds For Seamless Pipe Application Sl. No. Grade 1
BS3059 Pt-II Gr243
2
BS3059 Pt-II Gr440
3 4 5 6
DIN 1629 ST52 DIN 1629 ST52 (Spl) SAE 1518 SAE 1040
7
SAE 1035
8
ASTM A105
9 10 11
SAE 4130 API 5L X-42 API 5L X-60
12
N-80
13
BS-3059 (IBR GRADE) (Equivalent to- BS-3059) SAE-1518 (Eq to SAE-1518) SAE-1541 (Eq. To SAE-1541) ST-52 (Eq-DIN 1.0580 SAE-1537V (EQ. To SAW-17) SAE-1527 (Eq. To SAW-15) P-110 (Eq. To SAW-16) SAE-4140 (Eq. To En-19)
14 15 16 17 18 19 20 21 22 23
SAE-4130 SAE-1035 SAE-5120H
Range
%C
Min
0.13
%Mn 0.6
%S -
%P -
%Si 0.15
%Al
%Ni
%Cr
%Mo
%V
-
-
-
0.25
0.05
Max
0.18
0.75
0.02
0.02
0.35
0.012
-
0.2
0.35
Min
0.13
1.05
-
-
0.15
0.015
-
-
-
-
Max
0.17
1.2
0.015
0.02
0.3
0.05
-
0.2
0.05
0.08
Min
0.17
1.35
-
-
0.2
0.015
-
0.15
-
-
Max
0.21
1.5
0.02
0.02
0.4
0.05
-
0.2
0.05
0.05
Min
0.18
1.45
-
-
0.3
0.015
-
0.2
0.08
-
Max
0.22
1.6
0.02
0.02
0.45
0.05
-
0.3
0.13
0.05
Min
0.17
1.25
-
-
0.1
0.015
-
0.1
-
-
Max
0.21
1.4
0.02
0.02
0.35
0.05
-
-
0.05
0.05
Min
0.39
0.75
-
-
0.25
0.015
-
-
-
-
Max
0.44
0.9
0.02
0.02
0.4
0.05
-
0.2
0.1
0.05
Min
0.33
0.65
-
-
0.2
0.015
-
-
-
0.05
Max
0.37
0.85
0.02
0.02
0.35
0.05
-
0.2
0.1
Min
0.18
0.7
-
-
-
-
-
-
-
-
Max
0.24
1.0
0.05
0.04
0.35
-
-
0.3
0.12
0.03
Min
0.28
0.45
-
-
0.2
0.015
-
0.85
0.15
-
Max
0.33
0.6
0.02
0.02
0.3
0.05
-
1.05
0.25
0.05
Min
0.11
1.05
-
-
0.3
0.015
-
0.13
-
-
Max
0.15
1.2
0.015
0.015
0.45
0.05
-
0.17
-
0.05
Min
0.17
1.35
-
-
0.35
0.015
-
0.25
-
0.12
Max
0.21
1.45
0.015
0.02
0.45
0.05
-
0.35
-
0.15
Min
0.4
1.6
-
-
0.3
0.015
-
-
-
-
Max
0.45
1.7
0.02
0.02
0.45
0.05
-
-
-
Min
0.13
1.05
-
-
0.1
0.02
-
-
-
-
Max
0.18
1.2
0.025
0.025
0.35
0.05
0.2
0.2
0.05
0.05
Min
0.18
1.2
-
-
0.1
0.02
-
-
-
-
Max
0.21
1.3
0.01
0.015
0.35
0.05
0.2
0.2
0.05
0.05
Min
0.4
1.5
-
-
0.1
0.02
-
-
-
-
Max
0.44
1.65
0.015
0.025
0.25
0.05
0.2
0.2
0.05
0.05
Min
0.18
1.4
-
-
0.3
0.02
-
-
-
-
Max
0.22
1.6
0.015
0.02
0.55
0.05
0.2
0.2
0.05
0.05
Min
0.25
1.5
-
-
0.15
0.015
-
-
-
0.12
Max
0.3
1.6
0.02
0.02
0.3
0.035
0.2
0.2
0.05
0.15
Min
0.25
1.5
-
-
0.15
0.02
-
-
.
-
Max
0.29
1.6
0.02
0.02
0.35
0.05
0.2
0.2
0.05
0.05
Min
0.24
1.45
-
-
0.15
-
-
0.5
.
-
Max
0.29
1.55
0.015
0.02
0.35
0.02
0.2
0.6
0.05
0.05
Min
0.38
0.75
-
-
0.1
0.02
-
0.8
0.15
-
Max
0.43
1.0
0.015
0.025
0.25
0.05
0.2
1.1
0.25
0.05
Min
0.28
0.4
-
-
0.1
0.02
-
0.8
0.15
-
Max
0.33
0.6
0.015
0.025
0.25
0.05
0.2
1.1
0.25
0.05
Min
0.32
0.6
-
-
0.1
0.02
-
-
-
-
Max
0.38
0.9
0.015
0.025
0.25
0.05
0.2
0.2
0.05
0.05
Min
0.17
0.6
-
-
0.15
0.02
-
0.6
-
-
Max
0.23
1.0
0.015
0.025
0.25
0.05
0.2
1.0
0.05
0.05
Alloy Grade for Forging Applications (Blooms & Billets) Sl. No. Grade
C
Mn
P
Si
Al
Cr
Ni
Mo
1
16MnCr5
0.14/0.19
1.00/1.30
0.035 max
S
0.035 max
0.15/0.40
0.020/0.040
0.80/1.10
-
-
2
EN1A
0.07/0.15
.80/1.20
0.20/0.30
0.040 max
0.10 max
-
-
-
-
V
CE -
-
-
Alloy Grade for Forging Applications (Blooms & Billets) contd... Sl. No. Grade
C
Mn
0.35/0.45
0.70/1.00
S 0.035 max
P
Si
Al
Cr
Ni
Mo
V
CE
0.035 max
0.15/0.35
0.020 min
0.45/0.55
-
-
-
-
-
-
3
EN43BCR
4
EN43D
0.60/0.65
0.40/0.60
0.025/0.040
0.045 max
0.15/0.35
0.020 min
-
5
SAE8620
0.18/0.23
0.70/0.90
0.020/0.050
0.035 max
0.15/0.30
0.020/0.050
0.40/0.60
6
SCM420
0.18/0.23
0.60/0.85
0.015/0.030
0.030 max
0.15/0.35
0.020/0.035
0.90/1.20
-
7
EN31
0.98/1.10
0.25/0.45
0.025 max
0.025 max
0.15/0.35
-
1.45/1.60
-
8
SAE4140
0.38/0.43
0.75/1.00
0.035 MAX
0.035 MAX
0.15/0.30
0.020/0.050
0.80/1.10
9
20MnCr5
0.17/0.22
1.10/1.40
0.035 MAX
0.035 MAX
0.15/0.40
0.020/0.050
1.00/1.30
10
A-105
0.18/0.25
0.70/1.05
0.040 max
0.035 max
0.10/0.35
0.020/0.040
11
EN9
0.50/0.60
0.50/0.80
0.030 max
0.030 max
0.20/0.30
12
EN8D
0.40/0.45
0.70/0.90
0.030 max
0.030 max
0.20/0.30
13
SAE1552
0.47/0.55
1.20/1.50
0.025 max
0.025 max
14
SAE4130
0.29/0.32
0.48/0.58
0.010/0.020
0.025 max
15
SAE1040
0.37/0.44
0.60/0.90
0.020/0.035
0.035 MAX
0.10/0.35
0.020/0.040
-
-
-
-
-
16
EN15A
0.33/0.40
1.30/1.70
0.010/0.035
0.040 MAX
0.15/0.35
0.020/0.035
-
-
-
-
-
17
EN18
0.35/0.45
0.60/0.95
0.035 MAX
0.035MAX
0.15/0.35
0.020/0.035
0.85/1.15
-
-
-
-
18
CK 45
0.42/0.50
0.50/0.80
0.035 MAX
0.035 MAX
0.10/0.35
0.020/0.040
-
-
-
-
-
19
EN 353
0.14/0.20
0.50/1.00
0.020/0.035
0.035 MAX
0.10/0.35
0.020/0.040
0.75/1.25
-
-
-
-
-
-
0.15/0.30
-
-
-
-
-
-
0.15/0.25
-
-
-
-
-
-
-
-
-
-
-
0.015/0.025
-
-
-
-
-
0.015/0.025
-
-
-
-
-
0.15/0.35
0.015/0.025
0.25 MAX
-
-
-
0.20/0.30
0.020/0.040
0.95/1.05
0.40/0.70 0.15/0.25
0.25 max 0.18/0.22
1.00/1.50 0.08/0.15
-
Structural Grades (Billets And Blooms) Sl.No.
Grade
C
Mn
S
P
Si
YS(Mpa)
UTS(Mpa)
%E(min)
1
JSP 355
0.14/0.20
1.20/1.45
0.030 max
0.030 max
0.10/0.35
0.030/0.050 0.37/0.42
V
CE
355 min
490 - 630
22
2
JSP 540
0.17/0.24
1.25/1.50
0.030 max
0.030 max
0.10/0.35
0.030/0.060
400 min
540 min
16
0.48 max
NOTE: Above grades are approved by PGCIL. IS 2830-1992: CARBON STEEL GRADES FOR RE-ROLLING FOR GENERAL STRUCTURAL PURPOSE (Billets / Blooms / Slabs / Ingots) IS 2830 - 1992
Carbon %
Manganese%
C-15
0.12-0.18
0.30-0.60
C-18
0.15-0.21
0.30-0.60
C-20
0.17-0.23
0.30-0.60
C-15MMn
0.12-0.18
0.60-1.00
C-18MMn
0.15-0.21
0.60-1.00
C-20MMn
0.17-0.23
0.60-1.00
C-15HMn
0.12-0.18
1.00-1.50
C-18HMn
0.15-0.21
1.00-1.50
C-20HMn
0.17-0.23
1.00-1.50
SPECIFICATION FOR ROLLED PRODUCTS 1. IS 2062-2006: HOT ROLLED LOW, MEDIUM, AND HIGH TENSILE STRUCTURAL STEEL a) Chemical Composition (Ladle Analysis) % Element (max)
YS(Mpa)Min
Grade C
Mn
S
P
Si
CE
UTS (Mpa) Min
Thickness(mm) of flange <20
20-40
%E, GL 5.65 So
Min
Bend Test Mandrel Dia (mm) <25
>25
CVN-Impact Energy (J) Min.
RT
-20°C
>40
E 250 A (Fe 410W A)
0.23
1.50
0.045
0.045
0.4
0.42
410
250
240
230
23
3t
3t
-
-
E 250 B (Fe 410W B)
0.22
1.50
0.045
0.045
0.4
0.41
410
250
240
230
23
2t
3t
-
27
E 300 (Fe 440)
0.20
1.50
0.045
0.045
0.45
0.4
440
300
290
280
22
2t
3t
50
30
E 350 (Fe 490)
0.20
1.50
0.045
0.045
0.45
0.42
490
350
330
320
22
2t
3t
50
25
E410 (Fe540)
0.20
1.60
0.045
0.045
0.45
0.44
540
410
390
380
20
2t
3t
50
25
2. EN 10025-2004: HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEEL (For Parallel Flange Beams & Columns, and Channels) Chemical Composition, % Max. (Ladle Analysis) Grades
Carbon for t(mm)
Mechanical Properties YS Mpa Min for t mm
CE for t(mm) Mn
>16 <16 > 40 < 40
Si
S
P
N
> >40 < 30 30£ £150 40
< 16
>16 £40
UTS MPa
>40 £63
Impact min
%EL(min)
t >3 t >40 At <40 <63 °C
Joules
S 235JR 0.17
0.17
0.2
1.4
0.035 0.035 0.012 0.35
0.35
0.38 235
225
215
360-510
26
25
-
-
S 275JR 0.21
0.21
0.22
1.50
-
0.035 0.035 0.012 0.40
0.40
0.42 275
265
255
410-560
23
22
20
27
S 275JO 0.18
0.18
0.18
1.50
-
0.030 0.030 0.012 0.40
0.40
0.42 275
265
255
410-560
23
22
0
27
S 275J2 0.18
0.18
0.18
1.50
-
0.025 0.025
0.40
0.40
0.42 275
265
255
410-560
23
22
-20
27
S 355JR 0.24
0.24
0.24
1.60
0.55 0.035 0.035 0.012 0.45
0.47
0.47 355
345
335
470-630
22
21
20
27
S 355JO 0.20
0.20
0.22
1.60
0.55 0.030 0.030 0.012 0.45
0.47
0.47 355
345
335
470-630
22
21
0
27
S 355J2 0.20
0.20
0.22
1.60
0.55 0.025 0.025
-
0.45
0.47
0.47 355
345
335
470-630
22
21
-20
27
-
-
S 355K2 0.20
0.20
0.22
1.60
0.55 0.025 0.025
0.45
0.47
0.47 355
345
335
470-630
22
21
-20
40
S 450JO 0.20
0.20
0.22
1.70
0.55 0.030 0.030 0.025 0.47
0.49
0.49 450
430
410
550-720
17
17
0
27
3. ASTM- A 36 M CARBON STRUCTURAL STEEL (For Parallel Flange Beams & Columns, and Channels) Chemical composition % (max) (Ladle Analysis) Grade A 36
Mechanical Properties
C
Mn
P
S
Si
Cu (Min)
UTS (Mpa)
YS (Mpa)
0.26
-
0.04
0.05
0.40
0.20
400-550
250(Min)
% Elongation on GL 200mm
50mm
20
21
4. GRADES OF RAILWAY RAILS IRS T-12-96, UIC 860(O), IRS T-43-92, & Electrical Conductivity Rails. Chemical composition % (Ladle Analysis) Grades
UTS
%EL(min) Hardness GL BHN 5.65ÖSo
Sulphur
S(max) P(max)
Al H(ppm) (max) max
0.10-0.50
0.030
0.030
0.02
1.6
880 min
10
265
Satisfactory
Satisfactory
0.80-1.30
0.10-0.50
0.040
0.040
-
-
880-1030
10
-
Satisfactory
Satisfactory
0.80-1.40
0.10-0.55
0.055
0.065
-
-
880 Min
10
265
Satisfactory
Satisfactory
0.11 max. 0.30-0.50
0.10 max
0.050
0.050
-
-
-
-
-
-
-
C
Mn
Si
IRS-T-12-96Gr 880
0.60-0.80
0.80-1.30
UIC-860 (O) Gr 900A
0.60-0.80
IRS T-43-92 Grade II 0.60-0.85 ECR
Mechanical Properties (MPa)
FWT
Print
5. CRANE RAIL SECTIONS (IS-3443:1980)
Grades
Chemical composition % (Ladle Analysis) C
Mechanical Properties
Mn
Si
S (max)
P (max)
UTS MPa (Min)
55 C11
0.50-0.60
0.95-1.25
0.05-0.30
0.06
0.06
710
50 C12
0.40-0.60
0.90-1.45
0.03-0.30
0.06
0.06
710
%EL GL 5.65 So
Hardness BHN Min
14 14
200
200
6. JSP-HT 350HI & 410HI Micro Alloyed High Strength steel Chemical composition % max (Ladle Analysis)
Mechanical properties YS
Grade C JSPHT 350HI JSPHT 410HI
Mn
S
P
Nb+V+Ti t<16mm
1640mm
41-63 mm
UTS
%Elongation
Bend at M.D.
Impact joule (min.) at at 0°C -20°C
0.20
1.50
0.040
0.040
0.20
350
330
320
490-610
22
3T
40
30
0.20
1.50
0.040
0.040
0.20
410
390
380
540-660
20
3T
35
25
7. ASTM A 572: HIGH STRENGTH LOW ALLOY COLUMBIUM-VANADIUM STRUCTURAL STEEL (For Parallel Flange Beams & Columns, and Channels) Grade
50 (345)
Chemical Composition*(max)
Mechanical Properties
C
Mn
S
P
Si
Micro Alloy
UTS (Min) Mpa
Yield Point (Min) Mpa
0.23
1.35
0.05
0.04
0.4
*a
450
345
Specl 200mm
50mm
18
21
Note: *a : Nb=0.005 to 0.05 or V=0.01 to 0.015 or Nb=0.005 to 0.015 with Nb+V = 0.02 to 0.15
SPECIFICATIONS OF PLATES UNDER DEVELOPMENT Sl. No. Specification & Description 1
2
High Tensile
IRS M41 / 97 Corrosion resistant steel for railways
Grade
Chemistry
Mechanical Properties
%C
Mn
S
P
Si
C.E.
YS
UTS
%El
Impact-min
350/350 HI
0.20 max
1.50 max
0.040 max
0.040 max
0.50 max
-
-
350 min
490-610
21 min
40J at 0 degC
410/410 HI
0.20 max
1.50 max
0.040 max
0.040 max
0.50 max
-
-
410 min
540-660
20 min
35J at 0 degC
450/450 HI
0.20 max
1.50 max
0.040 max
0.040 max
0.50 max
-
-
450 min
570 min
19 min
30J at 0 degC
CortenA equivalent
0.10 max
0.25 /0.45 0.030 max
0.075/0.11
0.28/0.72
Cr-0.35/0.49
-
340 min
480 min
22 min
-
-
-
-
-
-
-
Ni-0.20/0.49
-
-
-
-
-
-
-
-
-
-
-
Cu-0.30/0.39
-
-
-
-
-
0.23-0.30
1.60 max
0.050 max
0.050max
0.50 max
Cr- 0.60/0.65
-
-
-
Hrdness=200BHN min.
-
3
JINDALHARD/TISCRAL Wear resistant steel
-
-
-
-
-
-
*a
4
API 5L grades PSL 2 Gas/oil pipe steel
B
0.22 max
1.20 max
0.015 max
0.025 max
-
Ti-0.04 max
5
LRS grades Lloyds of Shipping
6
ASTM A36 General structural steel
7
ASTM A242 Corrosion resistant steel
8
ASTM A572 High strength low alloy Cb-V structural steel
-
-
-
241-448
414-758
22-30 %
-
-
-
-
-
-
*a
-
-
-
X-42
0.22 max
1.30 max
0.015 max
0.025 max
-
Ti-0.04 max
-
290-496
414-758
-
depends on thk. ---do---
-
-
-
-
-
-
-
*a
-
-
-
-
-
X-46
0.22 max
1.40 max
0.015 max
0.025 max
-
Ti-0.04 max
-
317-524
434-758
---do---
-
-
-
-
-
-
-
*a
-
-
-
-
-
X-52
0.22 max
1.40 max
0.015 max
0.025 max
-
Ti-0.04 max
-
359-531
455-758
---do---
-
-
-
-
-
-
-
*a
-
-
-
-
-
X-56
0.22 max
1.40 max
0.015 max
0.025 max
-
Ti-0.04 max
-
386-544
490-758
---do---
-
-
-
-
-
-
-
*a
-
-
-
-
-
X-60
0.22 max
1.40 max
0.015 max
0.025 max
-
Ti-0.04 max
-
514-565
517-758
---do---
-
-
-
-
-
-
-
*a
-
-
-
-
-
X-65
0.22 max
1.45 max
0.015 max
0.025 max
-
Ti-0.06 max
-
448-600
531-758
---do---
-
-
-
-
-
-
-
*a
-
-
-
-
-
X-70
0.22 max
1.65 max
0.015 max
0.025 max
-
Ti-0.06 max
-
483-621
565-758
---do---
-
-
-
-
-
-
-
*a
-
-
-
-
-
X-80
0.22 max
1.85 max
0.015 max
0.025 max
-
Ti-0.06 max
-
552-690
621-827
---do---
-
22 min
27J at +20degC
-
-
-
-
-
-
*a
-
-
-
A
0.21 max
2.5xminC
0.035 max
0.035 max
0.50max
-
CE=0.40Max
235 min
400-520
-
B
0.21 max
0.80min
0.035 max
0.035 max
0.35 max
-
CE=0.40Max
235 min
400-520
22 min
27J at 0degC
D
0.21 max
0.60 min
0.035 max
0.035 max
0.10-0.35
-
CE=0.40Max
235 min
400-520
22 min
27J at -20degC
E
0.21 max
0.70 min
0.035 max
0.035 max
0.10-0.35
-
CE=0.40Max
235 min
400-520
22 min
27J at -40degC
0.25 max
0.80-1.20
0.05 max
0.050 max
0.40 max
-
-
250
400-550
18 min
-
Type-I
0.15 max
1.0 max
0.05 max
0.15 max
0.25-0.40
Cu-0.20min
-
345 min
480 min
16 min
-
-
-
-
-
-
-
Cr-0.30/0.5
-
-
-
-
-
-
-
-
-
-
-
*a
-
-
-
-
-
290
0.21 max
1.35 max
0.050 max
0.040 max
0.40 max
Nb-0.005/0.05
-
290 min
415 min
18 min
-
345
0.23 max
1.35 max
0.050 max
0.040 max
0.40 max
V-0.01/0.15
-
345 min
450 min
16 min
-
415
0.26 max
1.35 max
0.050 max
0.040 max
0.40 max
Nb-0.05min
-
415 min
520 min
14 min
-
450
0.23 max
1.65 max
0.050 max
0.040 max
0.40 max
Nb +V = 0.15 max
-
450 min
550 min
13 min
-
450S
0.26 max
1.35 max
0.050 max
0.040 max
0.40 max
-
450 min
550 min
13 min
-
Sl. No. Specification & Description 9
10
11
12
13
14
15
16
Grade
Chemistry
%El
Impact-min
ASTM A 573 Structural carbon steel for improved toughness C-Mn-Si steel plate
400
0.23 max
0.60-0.90
0.40 max
0.035 max
0.10-0.35
-
220 min
400-490
19 min
-
450
0.24 max
0.85-1.20
0.40 max
0.035 max
0.15-0.40
-
240 min
450-530
18 min
-
485
0.27 max
0.85-1.20
0.40 max
0.035 max
0.15-0.40
-
290 min
485-620
16 min
-
ASTM A 588 M-93 Corrosion resistant steel High strength low alloy
Grade A
0.19 max
0.80-1.25
0.05 max
0.04 max
0.30-0.65
Ni-0.40max
-
345 min
485 min
21 min
-
-
-
-
-
-
-
Cr-0.40/0.65
-
-
-
-
-
-
-
-
-
-
-
Cu-0.20/0.40
-
-
-
-
-
-
-
-
-
-
-
V-0.02-0.10
-
-
-
-
-
ASTM A 515 grade Pressure vessel plates for intermediate & high temperature service
60(415)
0.24 max
0.90 max
0.035 max
0.035 max
0.15-0.40
-
-
220 min
415-550
21 min
-
65(450)
0.28 max
0.90 max
0.035 max
0.035 max
0.15-0.40
-
240 min
450-585
19 min
-
70(485)
0.31 max
1.20 max
0.035 max
0.035 max
0.15-0.40
-
-
260 min
485-620
17 min
-
ASTM A 516 grade Pressure vessel plates for moderate & low temperature service
55(380)
0.18 max
0.60-0.90
0.035 max
0.035 max
0.15-0.40
-
-
205 min
380-515
23 min
-
60(410)
0.21 max
0.60-0.90
0.035 max
0.035 max
0.15-0.40
-
-
220 min
415-585
21 min
-
65(450)
0.24 max
0.85-1.20
0.035 max
0.035 max
0.15-0.40
-
-
240 min
450-585
19 min
-
YS
UTS
-
0.85-1.20
0.035 max
0.035 max
0.15-0.40
-
-
260 min
485-620
17 min
0.50-1.20
0.040 max
0.035 max
0.15-0.35
-
-
235 min
360-480
24 min
-
2
0.20 max
0.50-1.20
0.040 max
0.035 max
0.15-0.35
265 min
410-510
22 min
-
3
0.22 max
0.50-1.20
0.040 max
0.035 max
0.15-0.35
-
290 min
460-560
21 min
-
ASTM A 537 class I High strength pressure vessel plates-heat treated
-
0.24 max
0.70-1.35
0.040 max
0.035 max
0.15-0.50
Cu-0.35max
-
345 min
485-620
22 min
-
-
-
-
-
-
-
Cr/Ni-0.25max
-
-
-
-
-
-
-
-
-
-
-
Mo-0.08 max
-
-
-
-
-
-
-
-
-
-
-
*a
-
-
-
-
-
-
0.05 max
0.25 max
0.025max
0.025max
0.05max
-
-
-
-
-
-
-
0.10 max
0.35max
0.030max
0.030max
0.05max
-
-
-
-
-
-
Gr 2 Cl-1
0.05-0.21
0.55-0.80
0.035max
0.035max
0.15-0.40
Cr-0.50-0.80
-
228min
380-550
22min
-
-
-
-
-
-
Mo-0.45/0.60
-
310min
485-620
22min
-
0.05-0.17
0.40-0.65
0.035max
0.035max
0.15-0.40
Cr-0.80-1.15
-
242min
415-585
22 min
-
-
-
-
-
-
Mo-0.45/0.60
-
310min
515-690
22min
-
0.05-0.17
0.40-0.65
0.035max
0.035max
0.50-0.80
Cr-1.0-1.50
-
228min
380-550
22min
-
-
-
-
-
-
Mo-0.45/0.65
-
275min
450-585
23min
-
0.05-0.15
0.30-0.60
0.035max
0.035max
0.50max
Cr-2.0-2.50
-
210min
415-585
18min
-
-
-
-
-
-
Mo=0.90/1.10
-
310min
515-690
18min
-
IS 8917 -1979 Steel plate for zinc pot ASTM A387M Steel alloy for high temp. & pressure vessels
Cl-2
Cl-2 ASTM A204M-93 Steel alloy for pressure vessel plate
A
0.18max
0.90max
0.035max
0.035max
0.15-0.40
-
-
255 min
450-585
23min
-
B
0.20max
0.90max
0.035max
0.035max
0.15-0.40
-
-
275min
485-620
21min
-
C
0.23max
0.90max
0.035max
0.035max
0.15-0.40
-
-
295min
515-655
20min
-
ASTM A283 M Low & intermediate tensile strength plate
A
0.14max
0.90max
0.035max
0.035max
0.15-0.40
-
-
165min
310-415
30 min
-
B
0.17max
0.90max
0.035max
0.035max
0.15-0.40
-
-
185min
345-450
28min
-
C
0.24max
0.90max
0.035max
0.035max
0.15-0.40
-
-
205min
380-515
25min
-
D
0.27max
0.90max
0.035max
0.035max
0.15-0.40
-
-
230min
415-550
23min
-
EN 10025 Structural steel
S235
0.17max
1.40max
0.035max
0.035max
-
N-90ppm max
0.35max
235min
340-470
23min
27J at -20degC
S275
0.18max
1.50max
0.035max
0.035max
-
N-90ppm max
0.40max
275min 410-5602
21min
27J at -20degC
S355
0.20max
1.60max
0.035max
0.035max
0.55max
N-90ppm max
0.45max
355min
490-630
19min
27J at -20degC
DIN 17100 Structural steel micro allloyed
St 37
0.17max
1.60max
0.040max
0.040max
0.55max
N-90ppm max
-
235min
360-510
26min
27J at +20degC
St 44
0.20max
1.60max
0.040max
0.040max
0.55max
N-90ppm max
-
275min
430-580
22min
27J at -20degC
St52
0.20max
1.60max
0.040max
0.040max
0.55max
N-90ppm max
-
355min
510-680
22min
27J at -20degC
E34
0.10max
0.70max
0.30max
0.30max
0.20max
*b
-
330-410
390-490
27min
-
E38
0.10max
1.00max
0.30max
0.30max
0.40max
*b
-
370-460
440-560
25min
-
E42
0.10max
1.20max
0.30max
0.30max
0.40max
*b
-
410min
480-600
23min
-
0.12 max 1.10 - 1.40 0.025 max
0.025 max
0.30 max
Nb-0.08, Cu-0.25
-
360min
500-640
21min
-
0.40-0.45
0.030max
0.15-0.20
Al-0.01-0.02
-
300 min
627min
18min
-
SS 4012 A Fine grained low carbon
BSK46 22
C.E.
0.18 max
Gr22 Cl-1
21
Si
0.27 max
Cl-2
20
P
1
Gr 12 Cl-1
19
S
70(485)
Cl-2
18
Mn
IS 2002-1992 Pressure vessel plates for intermediate & high temperature service
Gr 11 Cl-1
17
Mechanical Properties
%C
IS1570 C45/ En8 / En9
C45
*a: Nb+V+Ti = 0.15 max *b: Nb/Ti/V=0.055/0.045/0.095 MAX
0.70-0.90
0.030max
[ Layout of RUBM ]
14 15 16 17 18 19 20 21 22 23 24 25
WALKNG BEAM REHEATING FURNACE BREAKDOWN MILL ROUGHING MILL - 1 UNIVERSAL TANDEM MILL UNIVERSAL FINISHING MILL HOT SAWS COOLING BED HEAVY BEAM TRANSFER BED HORIZONTAL STRAIGHTENER (S7) VERTICAL STRAIGHTENER (S8) COLLECTION BED (HFT2) TANDEM COLD SAW LINE STRUCTURAL INSPECTION AREA
1 2 3 4 5 6 7 8 9 10 11 12 13
CHOCK ASSEMBLING AREA
STAMPING MACHINE
RAIL INSPECTION BED FOR SHORT RAILS (B5)
RAIL INSPECTION BED (B4)
TRANSFER BED (B3)
GAG PRESS (GP1, GP2)
SHORT RAIL STORAGE TRANSFER BED (B2)
COLD CARBIDE SAWS
TRANSFER BED (B1)
N.D.T. AREA
BINDING & LOADING AREA
AUTOMATIC PILING BEDS
RAIL FINISHING END
SECTION FINISHING END
[ Layout of Plate Mill ] Slab From Caster
Slab Receiving Slab Charging Bay
Slab Conditioning
Waking Beam Type Reheating Furnace Primary Desclar Vertical Edger 2-Hi Roughing Mill Width Gauge 4-Hi Finishing Mill Online Thickness Gauge Laminar Cooling Transfer Bed-1
For Cobble Removing
Plate
Coil
Heavy Leveler
Upcoiler (16 mm max.)
Divide Shear
Coil Weighing & Inspection
<40mm
>40mm
Transfer Bed 3
Offline Ultrasonic Test & Inspection
Tilting Device for Inspection
Torch Cutting & Sampling
Online Ultrasonic Testing
Plate Shipping
Rotary Trimming Shear End Shear and Sample Transfer Bed 4 Plate Piler Plate Shipping
Marking & Strapping & Sampling Coil Shipping
[ Corporate Office & International Sales Division ] Delhi Jindal Centre 12 Bhikaiji Cama Place, New Delhi 110 066. Tel: +91 11 2618 8340-50; Fax: +91 11 26167958, 43579817 ; Email: [email protected]
[ Branch Office ] Mumbai Jindal Enclave, Behind Marathe Udyog Bhawan, New Prabhadevi Road, Prabhadevi, Mumbai 400 025. Tel: +91 22 2423 8304/14; Fax: +91 22 2423 8312; Email: [email protected]
[ Marketing Co-ordination Office at Works ] Raigarh Kharsia Road, Post Box No. 16 Raigarh - 496 001, Chhattisgarh. Tel: +91 7762 227001-10; Fax: +91 7762 227021-22; Email: [email protected]
Corporate Office Jindal Centre, 12, Bhikaiji Cama Place, New Delhi 110 066 Phone : +91 11 26188340-50 Fax : +91 11 26167958, 43579817 e-mail : [email protected] Website : www.jindalsteelpower.com
PRODUCT RANGE Universal Beams & Columns, Channels and Rails ANNEXURE - A Sectional Weight
Total Depth
Flange Width
Thickness of Web
Thickness of Flange
Root radius
Area of section
w Kg/m
H mm
B mm
tw mm
tf mm
r mm
A cm2
PARALLEL FLANGE BEAMS UB 203X133X 25 UB 203X133X 30
25.1 30
203.2 206.8
133.2 133.9
5.7 6.4
7.8 9.6
7.6 7.6
31.97 38.21
2340 2896
307.6 384.7
230.3 280
46.2 57.5
8.56 8.71
3.1 3.17
UB 254x146x31 UB 254x146x37 UB 254x146x43
31.1 37 43
251.4 256 259.6
146.1 146.4 147.3
6 6.3 7.2
8.6 10.9 12.7
7.6 7.6 7.6
39.68 47.17 54.77
4413 5537 6544
447.5 570.6 677.4
351.1 432.6 504.1
61.3 78 92
10.55 10.83 10.93
3.36 3.48 3.52
UB 305 x 165 x 40 UB 305 x 165 x 46 UB 305 x 165 x 54
40.3 46.1 54
303.4 306.6 310.4
165 165.7 166.9
6 6.7 7.9
10.2 11.8 13.7
8.9 8.9 8.9
51.32 58.75 68.77
8503 9899 11700
764.4 895.7 1063
560.5 645.7 753.6
92.6 108 127
12.87 12.98 13.04
3.86 3.9 3.93
UB 356 x 171 x 45 UB 356 x 171 x 51 UB 356 x 171 x 57 UB 356 x 171 x 67
45 51 57 67.1
351.4 355 358 363.4
171.1 171.5 172.2 173.2
7 7.4 8.1 9.1
9.7 11.5 13 15.7
10.2 10.2 10.2 10.2
57.33 64.91 72.56 85.49
12070 14140 16040 19460
811.1 968.3 1108 1362
686.7 796.4 896 1071
94.81 112.9 128.7 157.3
14.51 14.76 14.87 15.09
3.76 3.86 3.91 3.99
UB 406 x 178 x 54 UB 406 x 178 x 60 UB 406 x 178 x 67 UB 406 x 178 x 74
54.1 60.1 67.1 74.2
402.6 406.4 409.4 412.8
177.7 177.9 178.8 179.5
7.7 7.9 8.8 9.5
10.9 12.8 14.3 16
10.2 10.2 10.2 10.2
68.95 76.52 85.54 94.51
18720 21600 24330 27310
1021 1203 1365 1545
930 1063 1189 1323
115 135 153 172
16.48 16.8 16.87 17
3.85 3.97 3.99 4.04
IPEA 400/ NPB 400 x 180 x 57.4 IPE 400/ NPB 400 x 180 x 66.3 IPEO 400/ NPB 400 x 180 x 75.7
57.4 66.3 75.7
397 400 404
180 180 182
7 8.6 9.7
12 13.5 15.5
21 21 21
73.1 84.5 96.5
20293 23128 26747
1170.6 1317.8 1564.2
1022.3 1156.4 1324.1
130.1 146.4. 171.9
16.66 16.55 16.66
4.00 3.95 4.03
UB 457 x 191 x 67 UB 457 x 191 x 74 UB 457 x 191 x 82 UB 457 x 191 x 89 UB 457 x 191 x 98
67.1 74.3 82 89.3 98.3
453.4 457 460 463.4 467.2
189.9 190.4 191.3 191.9 192.8
8.5 9 9.9 10.5 11.4
12.7 14.5 16 17.7 19.6
10.2 10.2 10.2 10.2 10.2
85.51 94.63 104.5 113.8 125.3
29380 33320 37050 41020 45730
1452 1671 1871 2089 2347
1296 1458 1611 1770 1957
152.9 175.5 195.6 217.8 243.5
18.54 18.76 18.83 18.99 19.11
4.12 4.2 4.23 4.29 4.33
IPEA 450/ NPB 450 x 190 x 67.2 IPE 450/ NPB 450 x 190 x 77.6 IPEO 450/ NPB 450 x 190 x 92.4
67.2 77.6 92.4
447 450 456
190 190 192
7.6 9.4 11
13.1 14.6 17.6
21 21 21
85.5 98.8 117.7
29759 33743 40923
1502.4 1675.9 2085.4
1331.5 1499.7 1794.9
158.1 176.4 217.2
18.65 18.48 18.65
4.19 4.12 4.21
Description Beams
Moment of Inertia X Axis Y Axis Ixx Iyy cm4 cm4
Sectional Modulus X Axis Y Axis Zxx Zyy cm3 cm3
Radius of gyration X Axis Y Axis rxx ryy cm cm
Remarks
tf
tw
Sectional Weight
Total Depth
Flange Width
Thickness of Web
Thickness of Flange
Root radius
Area of section
w Kg/m
H mm
B mm
tw mm
tf mm
r mm
A cm2
IPEA 500/NPB 500 x 200 x 79.4 IPE 500/NPB 500 x 200 x 90.7 IPEO 500/NPB 500 x 200 x 107.3
79.4 90.7 107.3
497 500 506
200 200 202
8.4 10.2 12
14.5 16 19
21 21 21
101.3 115.5 136.7
42933 48199 57777
1939.2 2141.7 2621.7
1727.7 1927.9 2283.7
193.9 241.2 259.5
20.61 20.43 20.56
4.38 4.31 4.38
UB 533 x 210 x 82 UB 533 x 210 x 92 UB 533 x 210 x 101 UB 533 x 210 x 109 UB 533 x 210 x 122
82.2 92.1 101 109 122
528.3 533.1 536.7 539.5 544.5
208.8 209.3 210 210.8 211.9
9.6 10.1 10.8 11.6 12.7
13.2 15.6 17.4 18.8 21.3
12.7 12.7 12.7 12.7 12.7
104.7 117.4 128.7 138.9 155.4
47540 55230 61520 66820 76040
2007 2389 2692 2943 3388
1800 2072 2292 2477 2793
192.3 228.3 256.4 279.2 319.7
21.31 21.69 21.87 21.94 22.12
4.38 4.51 4.57 4.6 4.67
UB 610 x 229 x 101 UB 610 x 229 x 113 UB 610 x 229 x 125.1 UB 610 x 229 x 139.9
101.2 113.0 125.1 139.9
602.6 607.6 612.2 617.2
227.6 228.2 229 230.2
10.5 11.1 11.9 13.1
14.8 17.3 19.6 22.1
12.7 12.7 12.7 12.7
128.9 143.9 159.3 178.2
75780 87320 98610 111800
2915 3434 3932 4505
2515 2874 3221 3622
256 301 343 391
24.24 24.63 24.88 25.05
4.75 4.88 4.97 5.03
IPEA 600/ NPB 600 x 220 x 107.6 IPE 600/ NPB 600 x 220 x 122.4 IPEO 600/ NPB 600 x 220 x 154.5
107.6 122.4 154.4
597 600 610
220 220 224
9.8 12 15
17.5 19 24
24 24 24
137 156 196.8
82919 92083 118302
3116.3 3387.3 4520.8
2777.8 3069.4 3678.8
283.3 307.9 403.6
24.6 24.3 24.52
4.77 4.66 4.79
HEAA 600/ WPB 600 x 300 x 128.8 HEA 600/ WPB 600 x 300 x 177.8 HEB 600/ WPB 600 x 300 x 211.9 HEM 600/ WPB 600 x 300 x 285
128.8 177.8 211.9 285
571 590 600 620
300 300 300 305
12 13 15.5 21
15.5 25 30 40
27 27 27 27
164.1 226.5 270 363.7
91872 141208 171041 237447
6993.4 11271.3 13530.2 18975.5
3217.9 4786.7 5701.4 7659.6
466.2 751.4 902 1244.3
23.66 24.97 25.17 25.65
6.53 7.05 7.08 7.22
HEAA 700/ WPB 700 x 300 x 149.9 HEA 700/ WPB 700 x 300 x 204.5 HEB 700/ WPB 700 x 300 x 240.5 HEM 700/ WPB 700 x 300 x 300.7
149.9 204.5 240.5 300.7
670 690 700 716
300 300 300 304
13 14.5 17 21
17 27 32 40
27 27 27 27
190.9 260.5 306.4 383
142721 215301 256888 329278
7673.1 12178.8 14440.8 18797.4
4260.3 6240.6 7339.7 9197.7
511.5 811.9 952.7 1236.7
27.34 28.75 28.96 29.32
6.34 6.65 6.68 7.01
HEAA 800/ WPB 800 x 300 x 172 HEA 800/ WPB 800 x 300 x 224 HEB 800/ WPB 800 x 300 x 262 HEM 800/ WPB 800 x 300 x 317
172 224 262 317
770 790 800 814
300 300 300 303
14 15 17.5 21
18 28 33 40
30 30 30 30
218.5 285.8 334.2 404.3
208900 303400 359100 442600
8134 12640 14900 18630
5426 7682 8977 10870
542.2 842.6 993.6 1230
30.92 32.58 32.78 33.09
6.1 6.65 6.68 6.79
On the anvil/Subject prior agreement
HEAA 900/ WPB 900 x 300 x 198 HEA 900/ WPB 900 x 300 x 252 HEB 900/ WPB 900 x 300 x 291 HEM 900/ WPB 900 x 300 x 333
198 252 291 333
870 890 900 910
300 300 300 302
15 16 18.5 27
20 30 35 40
30 30 30 30
252.2 320.5 371.3 423.6
301100 422100 494100 570400
9041 13550 15820 18450
6923 9485 10980 12540
602.8 903.2 1054 1222
34.55 36.29 36.48 36.7
5.99 6.5 6.53 6.6
On the anvil/Subject prior agreement On the anvil/Subject prior agreement On the anvil/Subject prior agreement On the anvil/Subject prior agreement
Description Beams
Moment of Inertia X Axis Y Axis Ixx Iyy cm4 cm4
Sectional Modulus X Axis Y Axis Zxx Zyy cm3 cm3
Radius of gyration X Axis Y Axis rxx ryy cm cm
Remarks
PARALLEL FLANGE BEAMS / CONTD-
On the anvil/Subject prior agreement
Sectional Weight
Total Depth
Flange Width
Thickness of Web
Thickness of Flange
Root radius
Area of section
w Kg/m
H mm
B mm
tw mm
tf mm
r mm
A cm2
X Axis Ixx cm4
Y Axis Iyy cm4
X Axis Zxx cm3
Y Axis Zyy cm3
23 30 37
152.4 157.6 161.8
152.2 152.9 154.4
5.8 6.5 8
6.8 9.4 11.5
7.6 7.6 7.6
29.25 38.26 47.11
1250 1748 2210
399.9 560.5 706.2
164 221.8 273.2
52.55 73.31 91.48
6.54 6.76 6.85
3.7 3.83 3.87
UC 203 x 203 X 46 UC 203 x 203 X 52 UC 203 x 203 X 60 UC 203 x 203 X 71 UC 203 x 203 X 86
46.1 52 60 71 86.1
203.2 206.2 209.6 215.8 222.2
203.6 204.3 205.8 206.4 209.1
7.2 7.9 9.4 10 12.7
11 12.5 14.2 17.3 20.5
10.2 10.2 10.2 10.2 10.2
58.73 66.28 76.27 90.43 109.6
4568 5259 6125 7618 9449
1548 1778 2065 2537 3127
449.6 510.1 584.4 706 850.5
152.1 174 200.6 245.9 299.1
8.82 8.91 8.96 9.18 9.28
5.13 5.18 5.2 5.3 5.34
UC 254 X 254 X 73 UC 254 X 254 X 89 UC 254 X 254 X 107 UC 254 X 254 X 132 UC 254 X 254 X 167
73.1 88.9 107.1 132 167.1
254.1 260.3 266.7 276.3 289.1
254.6 256.3 258.8 261.3 265.2
8.6 10.3 12.8 15.3 19.2
14.2 17.3 20.5 25.3 31.7
12.7 12.7 12.7 12.7 12.7
93.1 113.3 136.4 138.1 212.9
11420 14270 17510 22530 30000
3908 4857 5928 7531 9870
897.9 1096 1313 1631 2075
307 379 458.1 576.4 744.3
11.07 11.22 11.33 11.58 11.87
6.48 6.55 6.59 6.69 6.81
UC 305 x 305 x 97 UC 305 x 305 x 118 UC 305 x 305 x 137 UC 305 x 305 x 158 UC 305 x 305 x 198 UC 305 x 305 x 240 UC 305 x 305 x 283
96.9 117.9 136.9 158.1 198.1 240 282.9
307.9 314.5 320.5 327.1 339.9 352.5 365.3
305.3 307.4 309.2 311.2 314.5 318.4 322.2
9.9 12 13.8 15.8 19.1 23 26.8
15.4 18.7 21.7 25 31.4 37.7 44.1
15.2 15.2 15.2 15.2 15.2 15.2 15.2
123.4 150.2 174.4 203.4 252.4 305.8 360.4
22250 27670 32810 38750 50900 64200 78870
7308 9059 10700 12570 16300 20310 24630
1445 1760 2048 2369 2995 3643 4318
478.7 589.4 692.2 807.8 1037 1276 1529
13.42 13.57 13.72 13.87 14.2 14.49 14.79
7.69 7.77 7.83 7.9 8.04 8.15 8.27
Sectional Weight
Total Depth
Flange Width
Thickness of Web
Thickness of Flange
Cyy*
Area of section
w Kg/m
D mm
B mm
t mm
T mm
30.6 34.2 36.3 50.1
250 250 300 400
80 82 90 100
7.2 9 7.8 8.8
14.1 14.1 13.6 15.3
Description Beams PARALLEL FLANGE COLUMNS UC 152x152x23 UC 152x152x30 UC 152x152x37
Description Beams INDIAN CHANNELS ISMC 250 x 80 ISMC 250 x 82 ISMC 300 x 90 ISMC 400 x 100
Moment of Inertia
Moment of Inertia
Sectional Modulus
Sectional Modulus
mm
A cm2
X Axis Ixx cm4
Y Axis Iyy cm4
X Axis Zxx cm3
Y Axis Zyy cm3
2.3 2.23 2.35 2.42
39 43.5 46.3 63.8
3880 4080 6420 15200
211 244 313 508
307 326 428 760
38.5 40.9 47.1 67
Radius of gyration X Axis Y Axis rxx ryy cm cm
Radius of gyration X Axis Y Axis rxx ryy cm cm 9.92 9.68 11.8 15.4
2.37 2.37 2.6 2.82
*Cyy is centre of gravity along YY Axis UB - British Universal Beams UC - British Univeral Columns
NPB - Narrow Parallel Flange Beams as per IS Code 12778 -2004 (Equivalent to IPE - European Narrow flange Parallel beams) WPB - Wide Parallel Flange Beams as per IS Code 12778 - 2004 (Equivalent to HE - European Wide Flange Beams)
Remarks
Equivalent to WPB 150 x 150 x 23 Equivalent to WPB 150 x 150 x 30 Equivalent to WPB 150 x 150 x 37
tf
tw
Remarks
Indian Crane Rail Sections
CR-80
Sectional Weight (Kg/m)
64.2 As per IS : 3443 -1980, SPECIFICATION FOR CRANE RAIL SECTIONS
CR-100
89
Track Rails
Sectional Weight (Kg/m)
UIC54 (On the anvil/Subject to prior agreement)
54.43
UIC60
60.34
IRS -52
52
As per UIC-860-O
As per IRS -T-12-96
Delivery Conditions for Beams/ Columns/ Channels and Rails For Structurals Length :
For Rails
For prime
10 - 13 meter (-0/+100mm)
For non-prime
10 - 13 meter (-0/+100mm)
For short length
As per lot information
Dimensional norms : (for prime & short-length material only)
For UB/UC sections
As per BS4-1:1993
For IPE/NPB sections
As per IS:12778/ equivalance with EN-19-57
Surface Condition :
For prime
Blue or with slight atmospheric rust
For non-prime / short length
Superficial rust to slight rusted material to be acceptable
13 meter Length, tolerance as norm
As per UIC/ EN/ IRS as applicable
As per IS:12778/ equivalance with EN-53-62
Packing :
Bare, Loose and / or in bundles of max 5 MT each
Marking :
For prime
Size length / grade / Heat No., order No., Desired shipping marks
For non-prime / short length
As per mutual agreement
Minimum Order Qty. :
Bare,Loose and / or in bundles of max 5 MT each
For domestic sales : 5 MT per size per length and 22 MT in total. (In case of lesser order quantitiy, freight for full trailor/truck to buyer’s )
As per norms As per mutual agreement
For exports : 30 MT per size per length per grade for grades S275JR/equivalent and lower; Total order quantity : Min 500MT 50 MT per size per length and 100 MT per grade for grades S355JR/equivalent and higher; Total order quantity : Min 500 MT Invoicing :
For domestic sales : On actual weight basis or as per mutual agreement
For domestic sales : On actual weight basis
For exports : On theoretical weight basis on nominal size & length
For exports : On theoretical weight basis
At JSPL, our timeless business philosophy makes us the best suited for the changing world. In our constant growth and innovation, we have always put forth the importance of setting standards. It is through this constant quest to enhance our capabilities, enrich the lives we touch and ensure that we stay true to our principles that we have now emerged as a dynamic firm of tomorrow. We are part of the US$6 billion Jindal Organisation and have business interest in steel production, power generation, mining, sponge iron, ferro chrome and heavy machinery. With growth and innovation as our driving philosophy, we are now putting in place, engines for growth, by increasing our manufacturing capabilities and developing an innovative product mix to take the competitiveness to the next level. We are a socially responsible firm that values our customers, employees, stakeholders and community at large. Our goal is to become the most preferred steel manufacturer in the country.
[ About Ourselves ] Manufacturing Facilities Jindal Steel & Power Ltd. (JSPL) has manufacturing operations based in Raigarh, Chhattisgarh, with a steel production capacity of 3 MTPA, which will be expanded to 6 MTPA. JSPL is one of the most economic power producers in the country, with a current capacity of 340 MW, which will soon be expanded to 600 MW. JSPL also owns captive Iron Ore mines at Tensa in Orrisa, Coalmines and a 6 MTPA Coal washery at Dongamuha in Chattisgarh. JSPL has also created history by becoming the largest coal-based sponge iron manufacturer in the world.
Future Plan JSPL is set to vault itself even higher on the domestic and global stage through diversified investment strategy, holding foothold in high growth market and continuously pursuing opportunities to expand in the core areas.
Domestic India is an integral component for JSPL’s strategic growth and the company continues to build upon the solid market presence. JSPL’s investment strategy in India continues to evolve with focus on Chhattisgarh, Jharkhand and Orissa. In Chhattisgarh the plan is to expand the operations and increase the steel production capacity to 6 million tonnes per annum (MTPA) at an additional investment of Rs. 8000 crores. JSPL is also investing over Rs. 13500 crores in Orissa for a steel plant with capacity of 6 MTPA and power generation of 900 MW. In Jharkhand the company is investing over Rs. 15,000 crores for a steel plant with capacity of 6 MTPA and power generation of 1000 MW. JSPL has taken over Bihar Alloys Ltd. in Jharkhand and is re-constructing the facility for steel production.
Global JSPL has won the development rights for 20 billion tonnes of iron ore reserves in Bolivia (South America). The company is planning to invest US $2.1 billion over next 8 years for mining and setting up an integrated steel plant with following capacities : Pellet Plant
10 million tonnes per annum
Sponge Iron Plant (DRI)
6 million tonnes per annum
Steel Plant
1.7 million tonnes per annum
Power Plant
450 MW
This is the largest investment by an Indian company in Latin America and the largest foreign investment in a single project in Bolivia, so far. This huge investment is expected to generate large-scale employment in the country. Apart from the above, JSPL is also engaged in exploration of diamonds in Democratic Republic of Congo. All these expansions are a testament to the fact that at Jindal Steel & Power Ltd. we are working towards a bright future. For you and for us.
[ Iron Making ]
Direct Reduced Iron Process JSPL has the world’s largest coal based sponge iron manufacturing facility, which uses indigenously developed rotary kilns (6 Kilns of 300 TPD and 4 Kilns of 500 TPD). Being the only sponge iron manufacturer with its own captive raw material resources and power generation, we lead the Indian market in coal-based sponge iron sector with a manufacturing capacity of 1.37 MTPA with a metallic iron content of more than 81 percent.
Blast Furnace
JSPL operates a high-productivity Blast Furnace of 1681CuM volume with a capacity of 1.25 MTPA of hot metal. We also have a Mini Blast Furnace with a volume of 351 CuM producing 0.25 MTPA of hot metal.
Coke Oven & Sinter Plant The blast furnace is ed by a 2.3 MTPA capacity Sinter Plant and 0.8 MTPA coke oven.
[ Steel Making ]
Electric Arc Furnace
Our 2 x 100 Tonne UHP-EBT Electric Arc Furnaces with supersonic lance and carbjet facilities have eccentric bottom tapping feature which ensures slag free tapping of steel.
Ladle Refining Furnace
Our 3x100 Tonne capacity LRF facility is used to carry out the steel refining operations including desulphurisation. Owing to no use of outside scrap (only plant retun scrap) and usage of metallics based on ore from our own mines, a very lew level of inclusion is achieved. As a result, our furnaces are capable of making a wide ranging grades of alloy steel as per customers’ requirements.
Vacuum Tank Degassing Capable of producing a vacuum level of less than 1 mbar for effective degassing of steel, the VTD can achieve very low hydrogen and oxygen levels as per customer’s requirements.
Continous Casting
„
„ „
JSPL’s Continous Casting facilities include : A 3-strand beam blank-cum-bloomcum-round caster facility (only one of its kind in the country). A 6-strand billet-cum-round caster. A single strand slab caster with a maximum casting width of 2600 mm.
[ Finishing Mills ] (Rail & Universal Beam Mill)
Rail & Universal Beam Mill „ „
„
„
„
1.25 MTPA rolling capacity. Mill upgraded with a Universal Tandem Mill, lastest technology in rolling of Structural sections and Rails. World’s longest Rail production facility to produce 120 Meter long rail. First in India to produce Large Parallel Flange Beams and Column sections. Beam sections upto 700 mm are in regular production. Rolling of Beams of larger depth up to 900mm is on the anvil. Facility to produce 240/480 Meter Flash Butt Welded Rail s.
Universal Tandem Rolling „ „ „
Universal Roughing (UR). Edger. Universal Finishing (UF).
NDT Centre for Rails „ „ „
Laser straightness measurement. EDDY current testing. Ultrasonic testing.
[ Plate Mill ]
Plate Mill Features „
„
„
„
„
„
„
„
„
„
Walking beam type reheating furnace of 200MT/hour capacity with Level 2 automation, supplied by Techint-ltaly. High-pressure (200bar) primary & secondary de-scalers with hydraulically operated header height control facilty for different slab thicknesses. Slab turning before and after 2 Hi Roughing Mill : (CROSS ROLLING). Automatic Width Control through vertical edger. 4 Hi reversing finishing mill with Steckle furnace & hydraulic auto gauge control system with X-ray gauge. LPG fired steckle furnaces at entry & exit sites of the finishing mill to maintain temperatures during rolling for coil production. Accelerated water-cooling system (Laminar Cooling) to control metallurgical parameters with good surface finish & coiling temperature. Heavy leveler is installed on-line to control flatness after finishing. On line plate tilting for both surface inspection and shearing facility for cutting plates in required lengths. On line Ultrasonic testing facility.
Quality Assuarance „ „ „ „ „
„
„ „ „
„
Computerized Tensile Testing machine. Digitalized Hardness Tester. EN & ASTM Impact Testing machines. 100T-Bending cum Folding machine. High Magnification Metallurgical Microscope with Image Analyzer. A Direct Reading Optical Emission Spectrometer with gas analytical channel. Offline Ultrasonic Testing machine. Drop Weight Tear Test (DWTT) machine. Chemical lab equipped with Muffle Furnace for R&D study. Fully equipped sample preparation workshop.
[ Quality Control ] and R&D
Raw Material „
X-Ray Fluorescence Spectrometers.
„
Satmagan.
„
Chromatograph.
„
RI - RDI testing Instrument.
„
CSR - CRI testing.
„
Tumbler Testing.
„
Shatter Testing.
„
Sieve Analysis.
„
Crushers and grinders.
„
Well equipped chemical laboratories.
Steel (In-Process & Semis) „
Optical Emission Spectrometers.
„
C-S Analyzer(Leco).
„
O-N Analyzer(Leco).
„
Hydrogen Analyzer(Leco).
„
Hydris.
„
Macro etching.
„
Sulphur Printing.
„
Ultrasonic Testing.
„
Simulated Properties testing like Tensile properties, Jominy End Quench Testing, Grain Size etc.
Finished Products „
Universal Testing Machine.
„
Bending and Folding Machine.
„
Impact Testing Mavhine.
„
Residual Stress Measurement.
„
On line and off-line Ultrasonic Testing.
„
Metallograph with image analyszing system.
„
Eddy Current testing.
„
Miniprof profile measuring instrument.
„
Well equipped sample preparation facilities
[ Value Added ] Products
Hot Rolled Sections and Rails „ „ „ „ „ „
Medium & Large size Parallel Flange Beams Parallel Flange Columns Channels Crane Rails Track Rails Cathode Bar
Hot Rolled Plates and Coils Fabricated Beams (from Beam Welding
„
„
„
Line being commissioned) Fabricated Beams/Columns in size range 350 mm to 2000 mm. Beams sall be fabricated in custom-made sizes using submerged-arc-welding process, duly straightened and end-faced. Beams can also be delivered in shot-blasted condition. Distinct quality advantages over on-site fabricated beams.
Continuously Cast Products „ „ „ „
Billets/Blooms Beam Blanks Rounds Slabs
Metallics & Ferro Alloys „ „ „
Sponge Iron Lumps & Fines Pig Iron High Carbon Ferro Chrome
[ Product Range ] (1) SEMIS Product Billets/ Blooms Beam Blanks Rounds (mm) Slabs
Range 130 x 130 mm, 150 x 150mm, 200 x 200mm, 250x250mm, 280 x 320mm, 285 x 390mm 480x420x120, 355x280x90mm 140 Ø, 162 Ø, 200 Ø, 220 Ø, 305 Ø, 355 Ø for Seamless pipe industry Width 1500 to 2600 mm, Thickness 215, 250, 280mm
(2) STRUCTURAL SECTIONS* BEAMS SL No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 COLUMNS
DEPTH (mm) x FLANGE WIDTH (mm) x SECTIONAL WEIGHT (kg/m) UB 203 x 133 x 25/30 UB 254 x 146 x 31/37/43 UB 305 x 165 x 40/46/54 UB 356 x 171 x 45/51/57/67 NPB/IPE 400 x 180 x 57.4/66.3/75.7 UB 406 x 178 x 54/60/67/74 NPB/IPE 450 x 190 x 67.2/77.6/92.4 UB 457 x 191 x 67/74/82/89/98 NPB/IPE 500 x 200 x 79.4/90.7/107.3 UB 533 x 210 x 82/92/101/109/122 NPB/IPE 600 x 220 x 107.6/122.4/154.5 WPB/HE 600 x 300 x 128.8/177.8/211.9/285.5 UB 610 x 229 x 101/113/125/140 WPB/HE 700 x 300 x 149.9/204.5/240.5/300.7 WPB/HE 800 x 300 x 172/224/262/317 [ on the anvil / subject prior agreement] WPB/HE900 x 30 x 198/252/291/333 [ on the anvil / subject prior agreement]
SL NO. 1 2 3 4 CHANNELS
DEPTH (mm) x FLANGE WIDTH (mm) x SECTIONAL WT (kg/m) UC 152 x 152 x 23/30/37 UC 203 x 203 x 46/52/60/71/86 UC 254 x 254 x 73/89/107/137/167 UC 305 x 305 x 97/118/137/158/198/240/283
SL NO. 1 2 3 4 5 6 7
DEPTH (mm) x FLANGE WIDTH (mm) x SECTIONAL WT (kg/m) ISMC 250 x 80 x 30.6 ISMC 250 x 82 x 34.2 ISMC 250 x 83 x 38.1 ISMC 300 x 90 x 36.3 ISMC 300 x 92 x 41.5 ISMC 300 x 93 x 46.2 ISMC 400 x 100 x 50.1
(3) RAILS* RAIL CRANE RAIL
IRS 52, UIC 60, UIC 54 is on the anvil CR80, CR 100 *Please refer Annexure - A for the dimensional details & sectional properties of above products.
(4) PLATES THICKNESS RANGE WIDTH RANGE LENGTH STANDARD LENGTH
5mm to 150mm 1500mm to 3500mm 3 mtr to 12.5 mtr (as per requirement) 5 mtr, 5.6mtr, 6.3mtr, 7.1 mtr, 8 mtr, 9.3 mtr, 10 mtr, 12 mtr, 12.5 mtr.
(5) COILS THICKNESS RANGE WIDTH RANGE MAX COIL WEIGHT
5mm to 16mm 1500mm to 3000mm 30 MT.
SPECIFICATIONS FOR CONTINOUS CAST PRODUCTS Continuous Cast Rounds For Seamless Pipe Application Sl. No. Grade 1
BS3059 Pt-II Gr243
2
BS3059 Pt-II Gr440
3 4 5 6
DIN 1629 ST52 DIN 1629 ST52 (Spl) SAE 1518 SAE 1040
7
SAE 1035
8
ASTM A105
9 10 11
SAE 4130 API 5L X-42 API 5L X-60
12
N-80
13
BS-3059 (IBR GRADE) (Equivalent to- BS-3059) SAE-1518 (Eq to SAE-1518) SAE-1541 (Eq. To SAE-1541) ST-52 (Eq-DIN 1.0580 SAE-1537V (EQ. To SAW-17) SAE-1527 (Eq. To SAW-15) P-110 (Eq. To SAW-16) SAE-4140 (Eq. To En-19)
14 15 16 17 18 19 20 21 22 23
SAE-4130 SAE-1035 SAE-5120H
Range
%C
Min
0.13
%Mn 0.6
%S -
%P -
%Si 0.15
%Al
%Ni
%Cr
%Mo
%V
-
-
-
0.25
0.05
Max
0.18
0.75
0.02
0.02
0.35
0.012
-
0.2
0.35
Min
0.13
1.05
-
-
0.15
0.015
-
-
-
-
Max
0.17
1.2
0.015
0.02
0.3
0.05
-
0.2
0.05
0.08
Min
0.17
1.35
-
-
0.2
0.015
-
0.15
-
-
Max
0.21
1.5
0.02
0.02
0.4
0.05
-
0.2
0.05
0.05
Min
0.18
1.45
-
-
0.3
0.015
-
0.2
0.08
-
Max
0.22
1.6
0.02
0.02
0.45
0.05
-
0.3
0.13
0.05
Min
0.17
1.25
-
-
0.1
0.015
-
0.1
-
-
Max
0.21
1.4
0.02
0.02
0.35
0.05
-
-
0.05
0.05
Min
0.39
0.75
-
-
0.25
0.015
-
-
-
-
Max
0.44
0.9
0.02
0.02
0.4
0.05
-
0.2
0.1
0.05
Min
0.33
0.65
-
-
0.2
0.015
-
-
-
0.05
Max
0.37
0.85
0.02
0.02
0.35
0.05
-
0.2
0.1
Min
0.18
0.7
-
-
-
-
-
-
-
-
Max
0.24
1.0
0.05
0.04
0.35
-
-
0.3
0.12
0.03
Min
0.28
0.45
-
-
0.2
0.015
-
0.85
0.15
-
Max
0.33
0.6
0.02
0.02
0.3
0.05
-
1.05
0.25
0.05
Min
0.11
1.05
-
-
0.3
0.015
-
0.13
-
-
Max
0.15
1.2
0.015
0.015
0.45
0.05
-
0.17
-
0.05
Min
0.17
1.35
-
-
0.35
0.015
-
0.25
-
0.12
Max
0.21
1.45
0.015
0.02
0.45
0.05
-
0.35
-
0.15
Min
0.4
1.6
-
-
0.3
0.015
-
-
-
-
Max
0.45
1.7
0.02
0.02
0.45
0.05
-
-
-
Min
0.13
1.05
-
-
0.1
0.02
-
-
-
-
Max
0.18
1.2
0.025
0.025
0.35
0.05
0.2
0.2
0.05
0.05
Min
0.18
1.2
-
-
0.1
0.02
-
-
-
-
Max
0.21
1.3
0.01
0.015
0.35
0.05
0.2
0.2
0.05
0.05
Min
0.4
1.5
-
-
0.1
0.02
-
-
-
-
Max
0.44
1.65
0.015
0.025
0.25
0.05
0.2
0.2
0.05
0.05
Min
0.18
1.4
-
-
0.3
0.02
-
-
-
-
Max
0.22
1.6
0.015
0.02
0.55
0.05
0.2
0.2
0.05
0.05
Min
0.25
1.5
-
-
0.15
0.015
-
-
-
0.12
Max
0.3
1.6
0.02
0.02
0.3
0.035
0.2
0.2
0.05
0.15
Min
0.25
1.5
-
-
0.15
0.02
-
-
.
-
Max
0.29
1.6
0.02
0.02
0.35
0.05
0.2
0.2
0.05
0.05
Min
0.24
1.45
-
-
0.15
-
-
0.5
.
-
Max
0.29
1.55
0.015
0.02
0.35
0.02
0.2
0.6
0.05
0.05
Min
0.38
0.75
-
-
0.1
0.02
-
0.8
0.15
-
Max
0.43
1.0
0.015
0.025
0.25
0.05
0.2
1.1
0.25
0.05
Min
0.28
0.4
-
-
0.1
0.02
-
0.8
0.15
-
Max
0.33
0.6
0.015
0.025
0.25
0.05
0.2
1.1
0.25
0.05
Min
0.32
0.6
-
-
0.1
0.02
-
-
-
-
Max
0.38
0.9
0.015
0.025
0.25
0.05
0.2
0.2
0.05
0.05
Min
0.17
0.6
-
-
0.15
0.02
-
0.6
-
-
Max
0.23
1.0
0.015
0.025
0.25
0.05
0.2
1.0
0.05
0.05
Alloy Grade for Forging Applications (Blooms & Billets) Sl. No. Grade
C
Mn
P
Si
Al
Cr
Ni
Mo
1
16MnCr5
0.14/0.19
1.00/1.30
0.035 max
S
0.035 max
0.15/0.40
0.020/0.040
0.80/1.10
-
-
2
EN1A
0.07/0.15
.80/1.20
0.20/0.30
0.040 max
0.10 max
-
-
-
-
V
CE -
-
-
Alloy Grade for Forging Applications (Blooms & Billets) contd... Sl. No. Grade
C
Mn
0.35/0.45
0.70/1.00
S 0.035 max
P
Si
Al
Cr
Ni
Mo
V
CE
0.035 max
0.15/0.35
0.020 min
0.45/0.55
-
-
-
-
-
-
3
EN43BCR
4
EN43D
0.60/0.65
0.40/0.60
0.025/0.040
0.045 max
0.15/0.35
0.020 min
-
5
SAE8620
0.18/0.23
0.70/0.90
0.020/0.050
0.035 max
0.15/0.30
0.020/0.050
0.40/0.60
6
SCM420
0.18/0.23
0.60/0.85
0.015/0.030
0.030 max
0.15/0.35
0.020/0.035
0.90/1.20
-
7
EN31
0.98/1.10
0.25/0.45
0.025 max
0.025 max
0.15/0.35
-
1.45/1.60
-
8
SAE4140
0.38/0.43
0.75/1.00
0.035 MAX
0.035 MAX
0.15/0.30
0.020/0.050
0.80/1.10
9
20MnCr5
0.17/0.22
1.10/1.40
0.035 MAX
0.035 MAX
0.15/0.40
0.020/0.050
1.00/1.30
10
A-105
0.18/0.25
0.70/1.05
0.040 max
0.035 max
0.10/0.35
0.020/0.040
11
EN9
0.50/0.60
0.50/0.80
0.030 max
0.030 max
0.20/0.30
12
EN8D
0.40/0.45
0.70/0.90
0.030 max
0.030 max
0.20/0.30
13
SAE1552
0.47/0.55
1.20/1.50
0.025 max
0.025 max
14
SAE4130
0.29/0.32
0.48/0.58
0.010/0.020
0.025 max
15
SAE1040
0.37/0.44
0.60/0.90
0.020/0.035
0.035 MAX
0.10/0.35
0.020/0.040
-
-
-
-
-
16
EN15A
0.33/0.40
1.30/1.70
0.010/0.035
0.040 MAX
0.15/0.35
0.020/0.035
-
-
-
-
-
17
EN18
0.35/0.45
0.60/0.95
0.035 MAX
0.035MAX
0.15/0.35
0.020/0.035
0.85/1.15
-
-
-
-
18
CK 45
0.42/0.50
0.50/0.80
0.035 MAX
0.035 MAX
0.10/0.35
0.020/0.040
-
-
-
-
-
19
EN 353
0.14/0.20
0.50/1.00
0.020/0.035
0.035 MAX
0.10/0.35
0.020/0.040
0.75/1.25
-
-
-
-
-
-
0.15/0.30
-
-
-
-
-
-
0.15/0.25
-
-
-
-
-
-
-
-
-
-
-
0.015/0.025
-
-
-
-
-
0.015/0.025
-
-
-
-
-
0.15/0.35
0.015/0.025
0.25 MAX
-
-
-
0.20/0.30
0.020/0.040
0.95/1.05
0.40/0.70 0.15/0.25
0.25 max 0.18/0.22
1.00/1.50 0.08/0.15
-
Structural Grades (Billets And Blooms) Sl.No.
Grade
C
Mn
S
P
Si
YS(Mpa)
UTS(Mpa)
%E(min)
1
JSP 355
0.14/0.20
1.20/1.45
0.030 max
0.030 max
0.10/0.35
0.030/0.050 0.37/0.42
V
CE
355 min
490 - 630
22
2
JSP 540
0.17/0.24
1.25/1.50
0.030 max
0.030 max
0.10/0.35
0.030/0.060
400 min
540 min
16
0.48 max
NOTE: Above grades are approved by PGCIL. IS 2830-1992: CARBON STEEL GRADES FOR RE-ROLLING FOR GENERAL STRUCTURAL PURPOSE (Billets / Blooms / Slabs / Ingots) IS 2830 - 1992
Carbon %
Manganese%
C-15
0.12-0.18
0.30-0.60
C-18
0.15-0.21
0.30-0.60
C-20
0.17-0.23
0.30-0.60
C-15MMn
0.12-0.18
0.60-1.00
C-18MMn
0.15-0.21
0.60-1.00
C-20MMn
0.17-0.23
0.60-1.00
C-15HMn
0.12-0.18
1.00-1.50
C-18HMn
0.15-0.21
1.00-1.50
C-20HMn
0.17-0.23
1.00-1.50
SPECIFICATION FOR ROLLED PRODUCTS 1. IS 2062-2006: HOT ROLLED LOW, MEDIUM, AND HIGH TENSILE STRUCTURAL STEEL a) Chemical Composition (Ladle Analysis) % Element (max)
YS(Mpa)Min
Grade C
Mn
S
P
Si
CE
UTS (Mpa) Min
Thickness(mm) of flange <20
20-40
%E, GL 5.65 So
Min
Bend Test Mandrel Dia (mm) <25
>25
CVN-Impact Energy (J) Min.
RT
-20°C
>40
E 250 A (Fe 410W A)
0.23
1.50
0.045
0.045
0.4
0.42
410
250
240
230
23
3t
3t
-
-
E 250 B (Fe 410W B)
0.22
1.50
0.045
0.045
0.4
0.41
410
250
240
230
23
2t
3t
-
27
E 300 (Fe 440)
0.20
1.50
0.045
0.045
0.45
0.4
440
300
290
280
22
2t
3t
50
30
E 350 (Fe 490)
0.20
1.50
0.045
0.045
0.45
0.42
490
350
330
320
22
2t
3t
50
25
E410 (Fe540)
0.20
1.60
0.045
0.045
0.45
0.44
540
410
390
380
20
2t
3t
50
25
2. EN 10025-2004: HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEEL (For Parallel Flange Beams & Columns, and Channels) Chemical Composition, % Max. (Ladle Analysis) Grades
Carbon for t(mm)
Mechanical Properties YS Mpa Min for t mm
CE for t(mm) Mn
>16 <16 > 40 < 40
Si
S
P
N
> >40 < 30 30£ £150 40
< 16
>16 £40
UTS MPa
>40 £63
Impact min
%EL(min)
t >3 t >40 At <40 <63 °C
Joules
S 235JR 0.17
0.17
0.2
1.4
0.035 0.035 0.012 0.35
0.35
0.38 235
225
215
360-510
26
25
-
-
S 275JR 0.21
0.21
0.22
1.50
-
0.035 0.035 0.012 0.40
0.40
0.42 275
265
255
410-560
23
22
20
27
S 275JO 0.18
0.18
0.18
1.50
-
0.030 0.030 0.012 0.40
0.40
0.42 275
265
255
410-560
23
22
0
27
S 275J2 0.18
0.18
0.18
1.50
-
0.025 0.025
0.40
0.40
0.42 275
265
255
410-560
23
22
-20
27
S 355JR 0.24
0.24
0.24
1.60
0.55 0.035 0.035 0.012 0.45
0.47
0.47 355
345
335
470-630
22
21
20
27
S 355JO 0.20
0.20
0.22
1.60
0.55 0.030 0.030 0.012 0.45
0.47
0.47 355
345
335
470-630
22
21
0
27
S 355J2 0.20
0.20
0.22
1.60
0.55 0.025 0.025
-
0.45
0.47
0.47 355
345
335
470-630
22
21
-20
27
-
-
S 355K2 0.20
0.20
0.22
1.60
0.55 0.025 0.025
0.45
0.47
0.47 355
345
335
470-630
22
21
-20
40
S 450JO 0.20
0.20
0.22
1.70
0.55 0.030 0.030 0.025 0.47
0.49
0.49 450
430
410
550-720
17
17
0
27
3. ASTM- A 36 M CARBON STRUCTURAL STEEL (For Parallel Flange Beams & Columns, and Channels) Chemical composition % (max) (Ladle Analysis) Grade A 36
Mechanical Properties
C
Mn
P
S
Si
Cu (Min)
UTS (Mpa)
YS (Mpa)
0.26
-
0.04
0.05
0.40
0.20
400-550
250(Min)
% Elongation on GL 200mm
50mm
20
21
4. GRADES OF RAILWAY RAILS IRS T-12-96, UIC 860(O), IRS T-43-92, & Electrical Conductivity Rails. Chemical composition % (Ladle Analysis) Grades
UTS
%EL(min) Hardness GL BHN 5.65ÖSo
Sulphur
S(max) P(max)
Al H(ppm) (max) max
0.10-0.50
0.030
0.030
0.02
1.6
880 min
10
265
Satisfactory
Satisfactory
0.80-1.30
0.10-0.50
0.040
0.040
-
-
880-1030
10
-
Satisfactory
Satisfactory
0.80-1.40
0.10-0.55
0.055
0.065
-
-
880 Min
10
265
Satisfactory
Satisfactory
0.11 max. 0.30-0.50
0.10 max
0.050
0.050
-
-
-
-
-
-
-
C
Mn
Si
IRS-T-12-96Gr 880
0.60-0.80
0.80-1.30
UIC-860 (O) Gr 900A
0.60-0.80
IRS T-43-92 Grade II 0.60-0.85 ECR
Mechanical Properties (MPa)
FWT
5. CRANE RAIL SECTIONS (IS-3443:1980)
Grades
Chemical composition % (Ladle Analysis) C
Mechanical Properties
Mn
Si
S (max)
P (max)
UTS MPa (Min)
55 C11
0.50-0.60
0.95-1.25
0.05-0.30
0.06
0.06
710
50 C12
0.40-0.60
0.90-1.45
0.03-0.30
0.06
0.06
710
%EL GL 5.65 So
Hardness BHN Min
14 14
200
200
6. JSP-HT 350HI & 410HI Micro Alloyed High Strength steel Chemical composition % max (Ladle Analysis)
Mechanical properties YS
Grade C JSPHT 350HI JSPHT 410HI
Mn
S
P
Nb+V+Ti t<16mm
1640mm
41-63 mm
UTS
%Elongation
Bend at M.D.
Impact joule (min.) at at 0°C -20°C
0.20
1.50
0.040
0.040
0.20
350
330
320
490-610
22
3T
40
30
0.20
1.50
0.040
0.040
0.20
410
390
380
540-660
20
3T
35
25
7. ASTM A 572: HIGH STRENGTH LOW ALLOY COLUMBIUM-VANADIUM STRUCTURAL STEEL (For Parallel Flange Beams & Columns, and Channels) Grade
50 (345)
Chemical Composition*(max)
Mechanical Properties
C
Mn
S
P
Si
Micro Alloy
UTS (Min) Mpa
Yield Point (Min) Mpa
0.23
1.35
0.05
0.04
0.4
*a
450
345
Specl 200mm
50mm
18
21
Note: *a : Nb=0.005 to 0.05 or V=0.01 to 0.015 or Nb=0.005 to 0.015 with Nb+V = 0.02 to 0.15
SPECIFICATIONS OF PLATES UNDER DEVELOPMENT Sl. No. Specification & Description 1
2
High Tensile
IRS M41 / 97 Corrosion resistant steel for railways
Grade
Chemistry
Mechanical Properties
%C
Mn
S
P
Si
C.E.
YS
UTS
%El
Impact-min
350/350 HI
0.20 max
1.50 max
0.040 max
0.040 max
0.50 max
-
-
350 min
490-610
21 min
40J at 0 degC
410/410 HI
0.20 max
1.50 max
0.040 max
0.040 max
0.50 max
-
-
410 min
540-660
20 min
35J at 0 degC
450/450 HI
0.20 max
1.50 max
0.040 max
0.040 max
0.50 max
-
-
450 min
570 min
19 min
30J at 0 degC
CortenA equivalent
0.10 max
0.25 /0.45 0.030 max
0.075/0.11
0.28/0.72
Cr-0.35/0.49
-
340 min
480 min
22 min
-
-
-
-
-
-
-
Ni-0.20/0.49
-
-
-
-
-
-
-
-
-
-
-
Cu-0.30/0.39
-
-
-
-
-
0.23-0.30
1.60 max
0.050 max
0.050max
0.50 max
Cr- 0.60/0.65
-
-
-
Hrdness=200BHN min.
-
3
JINDALHARD/TISCRAL Wear resistant steel
-
-
-
-
-
-
*a
4
API 5L grades PSL 2 Gas/oil pipe steel
B
0.22 max
1.20 max
0.015 max
0.025 max
-
Ti-0.04 max
5
LRS grades Lloyds of Shipping
6
ASTM A36 General structural steel
7
ASTM A242 Corrosion resistant steel
8
ASTM A572 High strength low alloy Cb-V structural steel
-
-
-
241-448
414-758
22-30 %
-
-
-
-
-
-
*a
-
-
-
X-42
0.22 max
1.30 max
0.015 max
0.025 max
-
Ti-0.04 max
-
290-496
414-758
-
depends on thk. ---do---
-
-
-
-
-
-
-
*a
-
-
-
-
-
X-46
0.22 max
1.40 max
0.015 max
0.025 max
-
Ti-0.04 max
-
317-524
434-758
---do---
-
-
-
-
-
-
-
*a
-
-
-
-
-
X-52
0.22 max
1.40 max
0.015 max
0.025 max
-
Ti-0.04 max
-
359-531
455-758
---do---
-
-
-
-
-
-
-
*a
-
-
-
-
-
X-56
0.22 max
1.40 max
0.015 max
0.025 max
-
Ti-0.04 max
-
386-544
490-758
---do---
-
-
-
-
-
-
-
*a
-
-
-
-
-
X-60
0.22 max
1.40 max
0.015 max
0.025 max
-
Ti-0.04 max
-
514-565
517-758
---do---
-
-
-
-
-
-
-
*a
-
-
-
-
-
X-65
0.22 max
1.45 max
0.015 max
0.025 max
-
Ti-0.06 max
-
448-600
531-758
---do---
-
-
-
-
-
-
-
*a
-
-
-
-
-
X-70
0.22 max
1.65 max
0.015 max
0.025 max
-
Ti-0.06 max
-
483-621
565-758
---do---
-
-
-
-
-
-
-
*a
-
-
-
-
-
X-80
0.22 max
1.85 max
0.015 max
0.025 max
-
Ti-0.06 max
-
552-690
621-827
---do---
-
22 min
27J at +20degC
-
-
-
-
-
-
*a
-
-
-
A
0.21 max
2.5xminC
0.035 max
0.035 max
0.50max
-
CE=0.40Max
235 min
400-520
-
B
0.21 max
0.80min
0.035 max
0.035 max
0.35 max
-
CE=0.40Max
235 min
400-520
22 min
27J at 0degC
D
0.21 max
0.60 min
0.035 max
0.035 max
0.10-0.35
-
CE=0.40Max
235 min
400-520
22 min
27J at -20degC
E
0.21 max
0.70 min
0.035 max
0.035 max
0.10-0.35
-
CE=0.40Max
235 min
400-520
22 min
27J at -40degC
0.25 max
0.80-1.20
0.05 max
0.050 max
0.40 max
-
-
250
400-550
18 min
-
Type-I
0.15 max
1.0 max
0.05 max
0.15 max
0.25-0.40
Cu-0.20min
-
345 min
480 min
16 min
-
-
-
-
-
-
-
Cr-0.30/0.5
-
-
-
-
-
-
-
-
-
-
-
*a
-
-
-
-
-
290
0.21 max
1.35 max
0.050 max
0.040 max
0.40 max
Nb-0.005/0.05
-
290 min
415 min
18 min
-
345
0.23 max
1.35 max
0.050 max
0.040 max
0.40 max
V-0.01/0.15
-
345 min
450 min
16 min
-
415
0.26 max
1.35 max
0.050 max
0.040 max
0.40 max
Nb-0.05min
-
415 min
520 min
14 min
-
450
0.23 max
1.65 max
0.050 max
0.040 max
0.40 max
Nb +V = 0.15 max
-
450 min
550 min
13 min
-
450S
0.26 max
1.35 max
0.050 max
0.040 max
0.40 max
-
450 min
550 min
13 min
-
Sl. No. Specification & Description 9
10
11
12
13
14
15
16
Grade
Chemistry
%El
Impact-min
ASTM A 573 Structural carbon steel for improved toughness C-Mn-Si steel plate
400
0.23 max
0.60-0.90
0.40 max
0.035 max
0.10-0.35
-
220 min
400-490
19 min
-
450
0.24 max
0.85-1.20
0.40 max
0.035 max
0.15-0.40
-
240 min
450-530
18 min
-
485
0.27 max
0.85-1.20
0.40 max
0.035 max
0.15-0.40
-
290 min
485-620
16 min
-
ASTM A 588 M-93 Corrosion resistant steel High strength low alloy
Grade A
0.19 max
0.80-1.25
0.05 max
0.04 max
0.30-0.65
Ni-0.40max
-
345 min
485 min
21 min
-
-
-
-
-
-
-
Cr-0.40/0.65
-
-
-
-
-
-
-
-
-
-
-
Cu-0.20/0.40
-
-
-
-
-
-
-
-
-
-
-
V-0.02-0.10
-
-
-
-
-
ASTM A 515 grade Pressure vessel plates for intermediate & high temperature service
60(415)
0.24 max
0.90 max
0.035 max
0.035 max
0.15-0.40
-
-
220 min
415-550
21 min
-
65(450)
0.28 max
0.90 max
0.035 max
0.035 max
0.15-0.40
-
240 min
450-585
19 min
-
70(485)
0.31 max
1.20 max
0.035 max
0.035 max
0.15-0.40
-
-
260 min
485-620
17 min
-
ASTM A 516 grade Pressure vessel plates for moderate & low temperature service
55(380)
0.18 max
0.60-0.90
0.035 max
0.035 max
0.15-0.40
-
-
205 min
380-515
23 min
-
60(410)
0.21 max
0.60-0.90
0.035 max
0.035 max
0.15-0.40
-
-
220 min
415-585
21 min
-
65(450)
0.24 max
0.85-1.20
0.035 max
0.035 max
0.15-0.40
-
-
240 min
450-585
19 min
-
YS
UTS
-
0.85-1.20
0.035 max
0.035 max
0.15-0.40
-
-
260 min
485-620
17 min
0.50-1.20
0.040 max
0.035 max
0.15-0.35
-
-
235 min
360-480
24 min
-
2
0.20 max
0.50-1.20
0.040 max
0.035 max
0.15-0.35
265 min
410-510
22 min
-
3
0.22 max
0.50-1.20
0.040 max
0.035 max
0.15-0.35
-
290 min
460-560
21 min
-
ASTM A 537 class I High strength pressure vessel plates-heat treated
-
0.24 max
0.70-1.35
0.040 max
0.035 max
0.15-0.50
Cu-0.35max
-
345 min
485-620
22 min
-
-
-
-
-
-
-
Cr/Ni-0.25max
-
-
-
-
-
-
-
-
-
-
-
Mo-0.08 max
-
-
-
-
-
-
-
-
-
-
-
*a
-
-
-
-
-
-
0.05 max
0.25 max
0.025max
0.025max
0.05max
-
-
-
-
-
-
-
0.10 max
0.35max
0.030max
0.030max
0.05max
-
-
-
-
-
-
Gr 2 Cl-1
0.05-0.21
0.55-0.80
0.035max
0.035max
0.15-0.40
Cr-0.50-0.80
-
228min
380-550
22min
-
-
-
-
-
-
Mo-0.45/0.60
-
310min
485-620
22min
-
0.05-0.17
0.40-0.65
0.035max
0.035max
0.15-0.40
Cr-0.80-1.15
-
242min
415-585
22 min
-
-
-
-
-
-
Mo-0.45/0.60
-
310min
515-690
22min
-
0.05-0.17
0.40-0.65
0.035max
0.035max
0.50-0.80
Cr-1.0-1.50
-
228min
380-550
22min
-
-
-
-
-
-
Mo-0.45/0.65
-
275min
450-585
23min
-
0.05-0.15
0.30-0.60
0.035max
0.035max
0.50max
Cr-2.0-2.50
-
210min
415-585
18min
-
-
-
-
-
-
Mo=0.90/1.10
-
310min
515-690
18min
-
IS 8917 -1979 Steel plate for zinc pot ASTM A387M Steel alloy for high temp. & pressure vessels
Cl-2
Cl-2 ASTM A204M-93 Steel alloy for pressure vessel plate
A
0.18max
0.90max
0.035max
0.035max
0.15-0.40
-
-
255 min
450-585
23min
-
B
0.20max
0.90max
0.035max
0.035max
0.15-0.40
-
-
275min
485-620
21min
-
C
0.23max
0.90max
0.035max
0.035max
0.15-0.40
-
-
295min
515-655
20min
-
ASTM A283 M Low & intermediate tensile strength plate
A
0.14max
0.90max
0.035max
0.035max
0.15-0.40
-
-
165min
310-415
30 min
-
B
0.17max
0.90max
0.035max
0.035max
0.15-0.40
-
-
185min
345-450
28min
-
C
0.24max
0.90max
0.035max
0.035max
0.15-0.40
-
-
205min
380-515
25min
-
D
0.27max
0.90max
0.035max
0.035max
0.15-0.40
-
-
230min
415-550
23min
-
EN 10025 Structural steel
S235
0.17max
1.40max
0.035max
0.035max
-
N-90ppm max
0.35max
235min
340-470
23min
27J at -20degC
S275
0.18max
1.50max
0.035max
0.035max
-
N-90ppm max
0.40max
275min 410-5602
21min
27J at -20degC
S355
0.20max
1.60max
0.035max
0.035max
0.55max
N-90ppm max
0.45max
355min
490-630
19min
27J at -20degC
DIN 17100 Structural steel micro allloyed
St 37
0.17max
1.60max
0.040max
0.040max
0.55max
N-90ppm max
-
235min
360-510
26min
27J at +20degC
St 44
0.20max
1.60max
0.040max
0.040max
0.55max
N-90ppm max
-
275min
430-580
22min
27J at -20degC
St52
0.20max
1.60max
0.040max
0.040max
0.55max
N-90ppm max
-
355min
510-680
22min
27J at -20degC
E34
0.10max
0.70max
0.30max
0.30max
0.20max
*b
-
330-410
390-490
27min
-
E38
0.10max
1.00max
0.30max
0.30max
0.40max
*b
-
370-460
440-560
25min
-
E42
0.10max
1.20max
0.30max
0.30max
0.40max
*b
-
410min
480-600
23min
-
0.12 max 1.10 - 1.40 0.025 max
0.025 max
0.30 max
Nb-0.08, Cu-0.25
-
360min
500-640
21min
-
0.40-0.45
0.030max
0.15-0.20
Al-0.01-0.02
-
300 min
627min
18min
-
SS 4012 A Fine grained low carbon
BSK46 22
C.E.
0.18 max
Gr22 Cl-1
21
Si
0.27 max
Cl-2
20
P
1
Gr 12 Cl-1
19
S
70(485)
Cl-2
18
Mn
IS 2002-1992 Pressure vessel plates for intermediate & high temperature service
Gr 11 Cl-1
17
Mechanical Properties
%C
IS1570 C45/ En8 / En9
C45
*a: Nb+V+Ti = 0.15 max *b: Nb/Ti/V=0.055/0.045/0.095 MAX
0.70-0.90
0.030max
[ Layout of RUBM ]
14 15 16 17 18 19 20 21 22 23 24 25
WALKNG BEAM REHEATING FURNACE BREAKDOWN MILL ROUGHING MILL - 1 UNIVERSAL TANDEM MILL UNIVERSAL FINISHING MILL HOT SAWS COOLING BED HEAVY BEAM TRANSFER BED HORIZONTAL STRAIGHTENER (S7) VERTICAL STRAIGHTENER (S8) COLLECTION BED (HFT2) TANDEM COLD SAW LINE STRUCTURAL INSPECTION AREA
1 2 3 4 5 6 7 8 9 10 11 12 13
CHOCK ASSEMBLING AREA
STAMPING MACHINE
RAIL INSPECTION BED FOR SHORT RAILS (B5)
RAIL INSPECTION BED (B4)
TRANSFER BED (B3)
GAG PRESS (GP1, GP2)
SHORT RAIL STORAGE TRANSFER BED (B2)
COLD CARBIDE SAWS
TRANSFER BED (B1)
N.D.T. AREA
BINDING & LOADING AREA
AUTOMATIC PILING BEDS
RAIL FINISHING END
SECTION FINISHING END
[ Layout of Plate Mill ] Slab From Caster
Slab Receiving Slab Charging Bay
Slab Conditioning
Waking Beam Type Reheating Furnace Primary Desclar Vertical Edger 2-Hi Roughing Mill Width Gauge 4-Hi Finishing Mill Online Thickness Gauge Laminar Cooling Transfer Bed-1
For Cobble Removing
Plate
Coil
Heavy Leveler
Upcoiler (16 mm max.)
Divide Shear
Coil Weighing & Inspection
<40mm
>40mm
Transfer Bed 3
Offline Ultrasonic Test & Inspection
Tilting Device for Inspection
Torch Cutting & Sampling
Online Ultrasonic Testing
Plate Shipping
Rotary Trimming Shear End Shear and Sample Transfer Bed 4 Plate Piler Plate Shipping
Marking & Strapping & Sampling Coil Shipping
[ Corporate Office & International Sales Division ] Delhi Jindal Centre 12 Bhikaiji Cama Place, New Delhi 110 066. Tel: +91 11 2618 8340-50; Fax: +91 11 26167958, 43579817 ; Email: [email protected]
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[ Marketing Co-ordination Office at Works ] Raigarh Kharsia Road, Post Box No. 16 Raigarh - 496 001, Chhattisgarh. Tel: +91 7762 227001-10; Fax: +91 7762 227021-22; Email: [email protected]
Corporate Office Jindal Centre, 12, Bhikaiji Cama Place, New Delhi 110 066 Phone : +91 11 26188340-50 Fax : +91 11 26167958, 43579817 e-mail : [email protected] Website : www.jindalsteelpower.com
PRODUCT RANGE Universal Beams & Columns, Channels and Rails ANNEXURE - A Sectional Weight
Total Depth
Flange Width
Thickness of Web
Thickness of Flange
Root radius
Area of section
w Kg/m
H mm
B mm
tw mm
tf mm
r mm
A cm2
PARALLEL FLANGE BEAMS UB 203X133X 25 UB 203X133X 30
25.1 30
203.2 206.8
133.2 133.9
5.7 6.4
7.8 9.6
7.6 7.6
31.97 38.21
2340 2896
307.6 384.7
230.3 280
46.2 57.5
8.56 8.71
3.1 3.17
UB 254x146x31 UB 254x146x37 UB 254x146x43
31.1 37 43
251.4 256 259.6
146.1 146.4 147.3
6 6.3 7.2
8.6 10.9 12.7
7.6 7.6 7.6
39.68 47.17 54.77
4413 5537 6544
447.5 570.6 677.4
351.1 432.6 504.1
61.3 78 92
10.55 10.83 10.93
3.36 3.48 3.52
UB 305 x 165 x 40 UB 305 x 165 x 46 UB 305 x 165 x 54
40.3 46.1 54
303.4 306.6 310.4
165 165.7 166.9
6 6.7 7.9
10.2 11.8 13.7
8.9 8.9 8.9
51.32 58.75 68.77
8503 9899 11700
764.4 895.7 1063
560.5 645.7 753.6
92.6 108 127
12.87 12.98 13.04
3.86 3.9 3.93
UB 356 x 171 x 45 UB 356 x 171 x 51 UB 356 x 171 x 57 UB 356 x 171 x 67
45 51 57 67.1
351.4 355 358 363.4
171.1 171.5 172.2 173.2
7 7.4 8.1 9.1
9.7 11.5 13 15.7
10.2 10.2 10.2 10.2
57.33 64.91 72.56 85.49
12070 14140 16040 19460
811.1 968.3 1108 1362
686.7 796.4 896 1071
94.81 112.9 128.7 157.3
14.51 14.76 14.87 15.09
3.76 3.86 3.91 3.99
UB 406 x 178 x 54 UB 406 x 178 x 60 UB 406 x 178 x 67 UB 406 x 178 x 74
54.1 60.1 67.1 74.2
402.6 406.4 409.4 412.8
177.7 177.9 178.8 179.5
7.7 7.9 8.8 9.5
10.9 12.8 14.3 16
10.2 10.2 10.2 10.2
68.95 76.52 85.54 94.51
18720 21600 24330 27310
1021 1203 1365 1545
930 1063 1189 1323
115 135 153 172
16.48 16.8 16.87 17
3.85 3.97 3.99 4.04
IPEA 400/ NPB 400 x 180 x 57.4 IPE 400/ NPB 400 x 180 x 66.3 IPEO 400/ NPB 400 x 180 x 75.7
57.4 66.3 75.7
397 400 404
180 180 182
7 8.6 9.7
12 13.5 15.5
21 21 21
73.1 84.5 96.5
20293 23128 26747
1170.6 1317.8 1564.2
1022.3 1156.4 1324.1
130.1 146.4. 171.9
16.66 16.55 16.66
4.00 3.95 4.03
UB 457 x 191 x 67 UB 457 x 191 x 74 UB 457 x 191 x 82 UB 457 x 191 x 89 UB 457 x 191 x 98
67.1 74.3 82 89.3 98.3
453.4 457 460 463.4 467.2
189.9 190.4 191.3 191.9 192.8
8.5 9 9.9 10.5 11.4
12.7 14.5 16 17.7 19.6
10.2 10.2 10.2 10.2 10.2
85.51 94.63 104.5 113.8 125.3
29380 33320 37050 41020 45730
1452 1671 1871 2089 2347
1296 1458 1611 1770 1957
152.9 175.5 195.6 217.8 243.5
18.54 18.76 18.83 18.99 19.11
4.12 4.2 4.23 4.29 4.33
IPEA 450/ NPB 450 x 190 x 67.2 IPE 450/ NPB 450 x 190 x 77.6 IPEO 450/ NPB 450 x 190 x 92.4
67.2 77.6 92.4
447 450 456
190 190 192
7.6 9.4 11
13.1 14.6 17.6
21 21 21
85.5 98.8 117.7
29759 33743 40923
1502.4 1675.9 2085.4
1331.5 1499.7 1794.9
158.1 176.4 217.2
18.65 18.48 18.65
4.19 4.12 4.21
Description Beams
Moment of Inertia X Axis Y Axis Ixx Iyy cm4 cm4
Sectional Modulus X Axis Y Axis Zxx Zyy cm3 cm3
Radius of gyration X Axis Y Axis rxx ryy cm cm
Remarks
tf
tw
Sectional Weight
Total Depth
Flange Width
Thickness of Web
Thickness of Flange
Root radius
Area of section
w Kg/m
H mm
B mm
tw mm
tf mm
r mm
A cm2
IPEA 500/NPB 500 x 200 x 79.4 IPE 500/NPB 500 x 200 x 90.7 IPEO 500/NPB 500 x 200 x 107.3
79.4 90.7 107.3
497 500 506
200 200 202
8.4 10.2 12
14.5 16 19
21 21 21
101.3 115.5 136.7
42933 48199 57777
1939.2 2141.7 2621.7
1727.7 1927.9 2283.7
193.9 241.2 259.5
20.61 20.43 20.56
4.38 4.31 4.38
UB 533 x 210 x 82 UB 533 x 210 x 92 UB 533 x 210 x 101 UB 533 x 210 x 109 UB 533 x 210 x 122
82.2 92.1 101 109 122
528.3 533.1 536.7 539.5 544.5
208.8 209.3 210 210.8 211.9
9.6 10.1 10.8 11.6 12.7
13.2 15.6 17.4 18.8 21.3
12.7 12.7 12.7 12.7 12.7
104.7 117.4 128.7 138.9 155.4
47540 55230 61520 66820 76040
2007 2389 2692 2943 3388
1800 2072 2292 2477 2793
192.3 228.3 256.4 279.2 319.7
21.31 21.69 21.87 21.94 22.12
4.38 4.51 4.57 4.6 4.67
UB 610 x 229 x 101 UB 610 x 229 x 113 UB 610 x 229 x 125.1 UB 610 x 229 x 139.9
101.2 113.0 125.1 139.9
602.6 607.6 612.2 617.2
227.6 228.2 229 230.2
10.5 11.1 11.9 13.1
14.8 17.3 19.6 22.1
12.7 12.7 12.7 12.7
128.9 143.9 159.3 178.2
75780 87320 98610 111800
2915 3434 3932 4505
2515 2874 3221 3622
256 301 343 391
24.24 24.63 24.88 25.05
4.75 4.88 4.97 5.03
IPEA 600/ NPB 600 x 220 x 107.6 IPE 600/ NPB 600 x 220 x 122.4 IPEO 600/ NPB 600 x 220 x 154.5
107.6 122.4 154.4
597 600 610
220 220 224
9.8 12 15
17.5 19 24
24 24 24
137 156 196.8
82919 92083 118302
3116.3 3387.3 4520.8
2777.8 3069.4 3678.8
283.3 307.9 403.6
24.6 24.3 24.52
4.77 4.66 4.79
HEAA 600/ WPB 600 x 300 x 128.8 HEA 600/ WPB 600 x 300 x 177.8 HEB 600/ WPB 600 x 300 x 211.9 HEM 600/ WPB 600 x 300 x 285
128.8 177.8 211.9 285
571 590 600 620
300 300 300 305
12 13 15.5 21
15.5 25 30 40
27 27 27 27
164.1 226.5 270 363.7
91872 141208 171041 237447
6993.4 11271.3 13530.2 18975.5
3217.9 4786.7 5701.4 7659.6
466.2 751.4 902 1244.3
23.66 24.97 25.17 25.65
6.53 7.05 7.08 7.22
HEAA 700/ WPB 700 x 300 x 149.9 HEA 700/ WPB 700 x 300 x 204.5 HEB 700/ WPB 700 x 300 x 240.5 HEM 700/ WPB 700 x 300 x 300.7
149.9 204.5 240.5 300.7
670 690 700 716
300 300 300 304
13 14.5 17 21
17 27 32 40
27 27 27 27
190.9 260.5 306.4 383
142721 215301 256888 329278
7673.1 12178.8 14440.8 18797.4
4260.3 6240.6 7339.7 9197.7
511.5 811.9 952.7 1236.7
27.34 28.75 28.96 29.32
6.34 6.65 6.68 7.01
HEAA 800/ WPB 800 x 300 x 172 HEA 800/ WPB 800 x 300 x 224 HEB 800/ WPB 800 x 300 x 262 HEM 800/ WPB 800 x 300 x 317
172 224 262 317
770 790 800 814
300 300 300 303
14 15 17.5 21
18 28 33 40
30 30 30 30
218.5 285.8 334.2 404.3
208900 303400 359100 442600
8134 12640 14900 18630
5426 7682 8977 10870
542.2 842.6 993.6 1230
30.92 32.58 32.78 33.09
6.1 6.65 6.68 6.79
On the anvil/Subject prior agreement
HEAA 900/ WPB 900 x 300 x 198 HEA 900/ WPB 900 x 300 x 252 HEB 900/ WPB 900 x 300 x 291 HEM 900/ WPB 900 x 300 x 333
198 252 291 333
870 890 900 910
300 300 300 302
15 16 18.5 27
20 30 35 40
30 30 30 30
252.2 320.5 371.3 423.6
301100 422100 494100 570400
9041 13550 15820 18450
6923 9485 10980 12540
602.8 903.2 1054 1222
34.55 36.29 36.48 36.7
5.99 6.5 6.53 6.6
On the anvil/Subject prior agreement On the anvil/Subject prior agreement On the anvil/Subject prior agreement On the anvil/Subject prior agreement
Description Beams
Moment of Inertia X Axis Y Axis Ixx Iyy cm4 cm4
Sectional Modulus X Axis Y Axis Zxx Zyy cm3 cm3
Radius of gyration X Axis Y Axis rxx ryy cm cm
Remarks
PARALLEL FLANGE BEAMS / CONTD-
On the anvil/Subject prior agreement
Sectional Weight
Total Depth
Flange Width
Thickness of Web
Thickness of Flange
Root radius
Area of section
w Kg/m
H mm
B mm
tw mm
tf mm
r mm
A cm2
X Axis Ixx cm4
Y Axis Iyy cm4
X Axis Zxx cm3
Y Axis Zyy cm3
23 30 37
152.4 157.6 161.8
152.2 152.9 154.4
5.8 6.5 8
6.8 9.4 11.5
7.6 7.6 7.6
29.25 38.26 47.11
1250 1748 2210
399.9 560.5 706.2
164 221.8 273.2
52.55 73.31 91.48
6.54 6.76 6.85
3.7 3.83 3.87
UC 203 x 203 X 46 UC 203 x 203 X 52 UC 203 x 203 X 60 UC 203 x 203 X 71 UC 203 x 203 X 86
46.1 52 60 71 86.1
203.2 206.2 209.6 215.8 222.2
203.6 204.3 205.8 206.4 209.1
7.2 7.9 9.4 10 12.7
11 12.5 14.2 17.3 20.5
10.2 10.2 10.2 10.2 10.2
58.73 66.28 76.27 90.43 109.6
4568 5259 6125 7618 9449
1548 1778 2065 2537 3127
449.6 510.1 584.4 706 850.5
152.1 174 200.6 245.9 299.1
8.82 8.91 8.96 9.18 9.28
5.13 5.18 5.2 5.3 5.34
UC 254 X 254 X 73 UC 254 X 254 X 89 UC 254 X 254 X 107 UC 254 X 254 X 132 UC 254 X 254 X 167
73.1 88.9 107.1 132 167.1
254.1 260.3 266.7 276.3 289.1
254.6 256.3 258.8 261.3 265.2
8.6 10.3 12.8 15.3 19.2
14.2 17.3 20.5 25.3 31.7
12.7 12.7 12.7 12.7 12.7
93.1 113.3 136.4 138.1 212.9
11420 14270 17510 22530 30000
3908 4857 5928 7531 9870
897.9 1096 1313 1631 2075
307 379 458.1 576.4 744.3
11.07 11.22 11.33 11.58 11.87
6.48 6.55 6.59 6.69 6.81
UC 305 x 305 x 97 UC 305 x 305 x 118 UC 305 x 305 x 137 UC 305 x 305 x 158 UC 305 x 305 x 198 UC 305 x 305 x 240 UC 305 x 305 x 283
96.9 117.9 136.9 158.1 198.1 240 282.9
307.9 314.5 320.5 327.1 339.9 352.5 365.3
305.3 307.4 309.2 311.2 314.5 318.4 322.2
9.9 12 13.8 15.8 19.1 23 26.8
15.4 18.7 21.7 25 31.4 37.7 44.1
15.2 15.2 15.2 15.2 15.2 15.2 15.2
123.4 150.2 174.4 203.4 252.4 305.8 360.4
22250 27670 32810 38750 50900 64200 78870
7308 9059 10700 12570 16300 20310 24630
1445 1760 2048 2369 2995 3643 4318
478.7 589.4 692.2 807.8 1037 1276 1529
13.42 13.57 13.72 13.87 14.2 14.49 14.79
7.69 7.77 7.83 7.9 8.04 8.15 8.27
Sectional Weight
Total Depth
Flange Width
Thickness of Web
Thickness of Flange
Cyy*
Area of section
w Kg/m
D mm
B mm
t mm
T mm
30.6 34.2 36.3 50.1
250 250 300 400
80 82 90 100
7.2 9 7.8 8.8
14.1 14.1 13.6 15.3
Description Beams PARALLEL FLANGE COLUMNS UC 152x152x23 UC 152x152x30 UC 152x152x37
Description Beams INDIAN CHANNELS ISMC 250 x 80 ISMC 250 x 82 ISMC 300 x 90 ISMC 400 x 100
Moment of Inertia
Moment of Inertia
Sectional Modulus
Sectional Modulus
mm
A cm2
X Axis Ixx cm4
Y Axis Iyy cm4
X Axis Zxx cm3
Y Axis Zyy cm3
2.3 2.23 2.35 2.42
39 43.5 46.3 63.8
3880 4080 6420 15200
211 244 313 508
307 326 428 760
38.5 40.9 47.1 67
Radius of gyration X Axis Y Axis rxx ryy cm cm
Radius of gyration X Axis Y Axis rxx ryy cm cm 9.92 9.68 11.8 15.4
2.37 2.37 2.6 2.82
*Cyy is centre of gravity along YY Axis UB - British Universal Beams UC - British Univeral Columns
NPB - Narrow Parallel Flange Beams as per IS Code 12778 -2004 (Equivalent to IPE - European Narrow flange Parallel beams) WPB - Wide Parallel Flange Beams as per IS Code 12778 - 2004 (Equivalent to HE - European Wide Flange Beams)
Remarks
Equivalent to WPB 150 x 150 x 23 Equivalent to WPB 150 x 150 x 30 Equivalent to WPB 150 x 150 x 37
tf
tw
Remarks
Indian Crane Rail Sections
CR-80
Sectional Weight (Kg/m)
64.2 As per IS : 3443 -1980, SPECIFICATION FOR CRANE RAIL SECTIONS
CR-100
89
Track Rails
Sectional Weight (Kg/m)
UIC54 (On the anvil/Subject to prior agreement)
54.43
UIC60
60.34
IRS -52
52
As per UIC-860-O
As per IRS -T-12-96
Delivery Conditions for Beams/ Columns/ Channels and Rails For Structurals Length :
For Rails
For prime
10 - 13 meter (-0/+100mm)
For non-prime
10 - 13 meter (-0/+100mm)
For short length
As per lot information
Dimensional norms : (for prime & short-length material only)
For UB/UC sections
As per BS4-1:1993
For IPE/NPB sections
As per IS:12778/ equivalance with EN-19-57
Surface Condition :
For prime
Blue or with slight atmospheric rust
For non-prime / short length
Superficial rust to slight rusted material to be acceptable
13 meter Length, tolerance as norm
As per UIC/ EN/ IRS as applicable
As per IS:12778/ equivalance with EN-53-62
Packing :
Bare, Loose and / or in bundles of max 5 MT each
Marking :
For prime
Size length / grade / Heat No., order No., Desired shipping marks
For non-prime / short length
As per mutual agreement
Minimum Order Qty. :
Bare,Loose and / or in bundles of max 5 MT each
For domestic sales : 5 MT per size per length and 22 MT in total. (In case of lesser order quantitiy, freight for full trailor/truck to buyer’s )
As per norms As per mutual agreement
For exports : 30 MT per size per length per grade for grades S275JR/equivalent and lower; Total order quantity : Min 500MT 50 MT per size per length and 100 MT per grade for grades S355JR/equivalent and higher; Total order quantity : Min 500 MT Invoicing :
For domestic sales : On actual weight basis or as per mutual agreement
For domestic sales : On actual weight basis
For exports : On theoretical weight basis on nominal size & length
For exports : On theoretical weight basis
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