+ All Categories
Home > Documents > jindal column,beam ,channels.pdf

jindal column,beam ,channels.pdf

Date post: 02-Apr-2018
Category:
Upload: prasoon
View: 230 times
Download: 0 times
Share this document with a friend
28
7/27/2019 jindal column,beam ,channels.pdf http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 1/28
Transcript
Page 1: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 1/28

Page 2: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 2/28

Page 3: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 3/28

Product Catalouge

Page 4: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 4/28

At JSPL, our timeless business philosophymakes us the best suited for the changing

world. In our constant growth and innovation,we have always put forth the importance ofsetting standards. It is through this constantquest to enhance our capabilities, enrich the

lives we touch and ensure that we stay true toour principles that we have now emerged as

a dynamic firm of tomorrow.

We are part of the US$6 billion JindalOrganisation and have business interest

in steel production, power generation,mining, sponge iron, ferro chrome and heavymachinery. With growth and innovation

as our driving philosophy, we are nowputting in place, engines for growth, by

increasing our manufacturing capabilitiesand developing an innovative product mix 

to take the competitiveness to the next level.We are a socially responsible firm that valuesour customers, employees, stakeholders and

community at large.

Our goal is to become the most preferred

steel manufacturer in the country.

Page 5: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 5/28

[ 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 beexpanded to 6 MTPA. JSPL is one of the most economic power producers in thecountry, with a current capacity of 340 MW, which will soon be expanded to600 MW. JSPL also owns captive Iron Ore mines at Tensa in Orrisa, Coalmines and a 6 MTPACoal washery at Dongamuha in Chattisgarh. JSPL has also created history by becoming thelargest 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 diversifiedinvestment strategy, holding foothold in high growth market and continuously pursuingopportunities to expand in the core areas.

Domestic

India is an integral component for JSPL’s strategic growth and the company continuesto build upon the solid market presence. JSPL’s investment strategy in India continues to evolvewith focus on Chhattisgarh, Jharkhand and Orissa.

In Chhattisgarh the plan is to expand the operations and increase the steel productioncapacity to 6 million tonnes per annum (MTPA) at an additional investment ofRs. 8000 crores. JSPL is also investing over Rs. 13500 crores in Orissa for a steel plant withcapacity of 6 MTPA and power generation of 900 MW. In Jharkhand the company isinvesting over Rs. 15,000 crores for a steel plant with capacity of 6 MTPA and powergeneration of 1000 MW. JSPL has taken over Bihar Alloys Ltd. in Jharkhand and isre-constructing the facility for steel production.

GlobalJSPL 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 formining 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 foreigninvestment in a single project in Bolivia, so far. This huge investment is expected to generatelarge-scale employment in the country.

Apart from the above, JSPL is also engaged in exploration of diamonds in Democratic Republicof Congo.

All these expansions are a testament to the fact that at Jindal Steel & Power Ltd. we areworking towards a bright future. For you and for us.

Page 6: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 6/28

[ Iron Making ]

Page 7: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 7/28

Direct Reduced Iron Process

JSPL has the world’s largest coal basedsponge iron manufacturing facility, whichuses indigenously developed rotary kilns (6Kilns of 300 TPD and 4 Kilns of 500 TPD).Being the only sponge iron manufacturerwith its own captive raw material resourcesand power generation, we lead the Indianmarket in coal-based sponge iron sectorwith a manufacturing capacity of 1.37MTPA with a metallic iron content of morethan 81 percent.

Blast FurnaceJSPL operates a high-productivity BlastFurnace of 1681CuM volume with acapacity of 1.25 MTPA of hot metal. Wealso have a Mini Blast Furnace with avolume of 351 CuM producing 0.25 MTPAof hot metal.

Coke Oven & Sinter Plant

The blast furnace is supported by a 2.3MTPA capacity Sinter Plant and 0.8 MTPAcoke oven.

Page 8: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 8/28

[ Steel Making ]

Page 9: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 9/28

Electric Arc Furnace Our 2 x 100 Tonne UHP-EBT ElectricArc Furnaces with supersonic lance andcarbjet facilities have eccentric bottomtapping feature which ensures slag freetapping of steel.

Ladle Refining Furnace Our 3x100 Tonne capacity LRF facilityis used to carry out the steel refiningoperations including desulphurisation.Owing to no use of outside scrap(only plant retun scrap) and usage ofmetallics based on ore from our ownmines, a very lew level of inclusion isachieved. As a result, our furnacesare capable of making a wide ranginggrades of alloy steel as per customers’requirements.

Vacuum Tank DegassingCapable of producing a vacuum level ofless than 1 mbar for effective degassingof steel, the VTD can achieve very lowhydrogen and oxygen levels as percustomer’s requirements.

Continous Casting

JSPL’s Continous Casting

facilities include :

n A 3-strand beam blank-cum-bloom-cum-round caster facility (only one of itskind in the country).

n A 6-strand billet-cum-round caster.

n A single strand slab caster with amaximum casting width of 2600 mm.

Page 10: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 10/28

[ Finishing Mills ](Rail & Universal Beam Mill)

Page 11: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 11/28

Rail & Universal Beam Milln  1.25 MTPA rolling capacity.

n  Mill upgraded with a Universal TandemMill, lastest technology in rolling ofStructural sections and Rails.

n  World’s longest Rail production facilityto produce 120 Meter long rail.

n  First in India to produce Large ParallelFlange Beams and Column sections.

Beam sections upto 700 mm are inregular production. Rolling of Beamsof larger depth up to 900mm is on theanvil.

n  Facility to produce 240/480 Meter FlashButt Welded Rail panels.

Universal Tandem Rollingn  Universal Roughing (UR).

n  Edger.

n  Universal Finishing (UF).

NDT Centre for Railsn  Laser straightness measurement.

n  EDDY current testing.

n  Ultrasonic testing.

Page 12: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 12/28

[ Plate Mill ]

Page 13: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 13/28

Plate Mill Featuresn  Walking beam type reheating furnace

of 200MT/hour capacity with Level 2automation, supplied by Techint-ltaly.

n  High-pressure (200bar) primary &secondary de-scalers with hydraulicallyoperated header height control faciltyfor different slab thicknesses.

n  Slab turning before and after 2 HiRoughing Mill : (CROSS ROLLING).

n  Automatic Width Control throughvertical edger.

n  4 Hi reversing finishing mill with Stecklefurnace & hydraulic auto gauge controlsystem with X-ray gauge.

n  LPG fired steckle furnaces at entry & exitsites of the finishing mill to maintain

temperatures during rolling for coilproduction.

n  Accelerated water-cooling system(Laminar Cooling) to controlmetallurgical parameters with goodsurface finish & coiling temperature.

n  Heavy leveler is installed on-line tocontrol flatness after finishing.

n  On line plate tilting for both surfaceinspection and shearing facility forcutting plates in required lengths.

n  On line Ultrasonic testing facility.

Quality Assuarancen  Computerized Tensile Testing machine.n  Digitalized Hardness Tester.n  EN & ASTM Impact Testing machines.n  100T-Bending cum Folding machine.n  High Magnification Metallurgical

Microscope with Image Analyzer.n  A Direct Reading Optical Emission

Spectrometer with gas analyticalchannel.

n  Offline Ultrasonic Testing machine.n

  Drop Weight Tear Test (DWTT) machine.n  Chemical lab equipped with MuffleFurnace for R&D study.

n Fully equipped sample preparationworkshop.

Page 14: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 14/28

[ Quality Control ]and R&D

Page 15: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 15/28

Raw Material

n  X-Ray Fluorescence Spectrometers.

n  Satmagan.

n  Chromatograph.

n

  RI - RDI testing Instrument.n  CSR - CRI testing.

n  Tumbler Testing.

n  Shatter Testing.

n  Sieve Analysis.

n  Crushers and grinders.

n  Well equipped chemical laboratories.

Steel (In-Process & Semis)

n  Optical Emission Spectrometers.

n  C-S Analyzer(Leco).

n  O-N Analyzer(Leco).

n  Hydrogen Analyzer(Leco).

n  Hydris.

n  Macro etching.

n  Sulphur Printing.

n  Ultrasonic Testing.

n  Simulated Properties testing like Tensileproperties, Jominy End Quench Testing,

Grain Size etc.

Finished Products

n  Universal Testing Machine.

n  Bending and Folding Machine.

n  Impact Testing Mavhine.

n  Residual Stress Measurement.

n  On line and off-line Ultrasonic Testing.

n  Metallograph with image analyszingsystem.

n  Eddy Current testing.

n  Miniprof profile measuring instrument.

n  Well equipped sample preparationfacilities

Page 16: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 16/28

[ Value Added ]Products

Page 17: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 17/28

Hot Rolled Sections and Railsn Medium & Large size Parallel Flange Beams

n Parallel Flange Columnsn Channels

n Crane Railsn Track Railsn Cathode Bar

Hot Rolled Plates and Coils

Fabricated Beams (from Beam WeldingLine being commissioned)

n Fabricated Beams/Columns in size range -350 mm to 2000 mm.

n Beams sall be fabricated in custom-made

sizes using submerged-arc-welding process,duly straightened and end-faced. Beams canalso be delivered in shot-blasted condition.

n Distinct quality advantages over on-sitefabricated beams.

Continuously Cast Productsn Billets/Bloomsn Beam Blanksn Rounds

n Slabs

Metallics & Ferro Alloysn Sponge Iron Lumps & Fines

n Pig Ironn High Carbon Ferro Chrome

Page 18: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 18/28

[ Product Range ]

(3) RAILS*RAIL IRS 52, UIC 60, UIC 54 is on the anvil

CRANE RAIL CR80, CR 100

*Please refer Annexure - A for the dimensional details & sectional properties of above products.

(1) SEMIS

Product Range

Billets/ Blooms 130 x 130 mm, 150 x 150mm, 200 x 200mm, 250x250mm, 280 x 320mm, 285 x 390mm

Beam Blanks 480x420x120, 355x280x90mm

Rounds (mm) 140 Ø, 162 Ø, 200 Ø, 220 Ø, 305 Ø, 355 Ø for Seamless pipe industry

Slabs Width 1500 to 2600 mm, Thickness 215, 250, 280mm

(2) STRUCTURAL SECTIONS*BEAMS

SL No DEPTH (mm) x FLANGE WIDTH (mm) x SECTIONAL WEIGHT (kg/m)

1 UB 203 x 133 x 25/30

2 UB 254 x 146 x 31/37/43

3 UB 305 x 165 x 40/46/54

4 UB 356 x 171 x 45/51/57/67

5 NPB/IPE 400 x 180 x 57.4/66.3/75.7

6 UB 406 x 178 x 54/60/67/74

7 NPB/IPE 450 x 190 x 67.2/77.6/92.4

8 UB 457 x 191 x 67/74/82/89/98

9 NPB/IPE 500 x 200 x 79.4/90.7/107.3

10 UB 533 x 210 x 82/92/101/109/122

11 NPB/IPE 600 x 220 x 107.6/122.4/154.5

12 WPB/HE 600 x 300 x 128.8/177.8/211.9/285.5

13 UB 610 x 229 x 101/113/125/140

14 WPB/HE 700 x 300 x 149.9/204.5/240.5/300.7

15 WPB/HE 800 x 300 x 172/224/262/317 [ on the anvil / subject prior agreement]

16 WPB/HE900 x 30 x 198/252/291/333 [ on the anvil / subject prior agreement]

  COLUMNSSL NO. DEPTH (mm) x FLANGE WIDTH (mm) x SECTIONAL WT (kg/m)

1 UC 152 x 152 x 23/30/37

2 UC 203 x 203 x 46/52/60/71/86

3 UC 254 x 254 x 73/89/107/137/167

4 UC 305 x 305 x 97/118/137/158/198/240/283

CHANNELS

SL NO. DEPTH (mm) x FLANGE WIDTH (mm) x SECTIONAL WT (kg/m)

1 ISMC 250 x 80 x 30.6

2 ISMC 250 x 82 x 34.2

3 ISMC 250 x 83 x 38.1

4 ISMC 300 x 90 x 36.3

5 ISMC 300 x 92 x 41.5

6 ISMC 300 x 93 x 46.2

7 ISMC 400 x 100 x 50.1

(4) PLATESTHICKNESS RANGE 5mm to 150mm

WIDTH RANGE 1500mm to 3500mm

LENGTH 3 mtr to 12.5 mtr (as per requirement)

STANDARD LENGTH 5 mtr, 5.6mtr, 6.3mtr, 7.1 mtr, 8 mtr, 9.3 mtr, 10 mtr, 12 mtr, 12.5 mtr.

(5) COILSTHICKNESS RANGE 5mm to 16mm

WIDTH RANGE 1500mm to 3000mm

MAX COIL WEIGHT 30 MT.

Page 19: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 19/28

Continuous Cast Rounds For Seamless Pipe Application

Sl. No. Grade Range %C %Mn %S %P %Si %Al %Ni %Cr %Mo %V

1 BS3059 Pt-II Gr243 Min 0.13 0.6 - - 0.15 - - - 0.25 -

Max 0.18 0.75 0.02 0.02 0.35 0.012 - 0.2 0.35 0.05

2 BS3059 Pt-II Gr440 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

3 DIN 1629 ST52 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

4 DIN 1629 ST52 (Spl) 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

5 SAE 1518 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

6 SAE 1040 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

7 SAE 1035 Min 0.33 0.65 - - 0.2 0.015 - - - -

Max 0.37 0.85 0.02 0.02 0.35 0.05 - 0.2 0.1 0.05

8 ASTM A105 Min 0.18 0.7 - - - - - - - -

Max 0.24 1.0 0.05 0.04 0.35 - - 0.3 0.12 0.03

9 SAE 4130 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

10 API 5L X-42 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

11 API 5L X-60 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

12 N-80 Min 0.4 1.6 - - 0.3 0.015 - - - -

Max 0.45 1.7 0.02 0.02 0.45 0.05 - - - -

13 BS-3059 (IBR GRADE)(Equivalent to- BS-3059)

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

14 SAE-1518(Eq to SAE-1518)

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

15 SAE-1541(Eq. To SAE-1541)

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

16 ST-52(Eq-DIN 1.0580

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

17 SAE-1537V(EQ. To SAW-17)

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

18 SAE-1527(Eq. To SAW-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

19 P-110(Eq. To SAW-16)

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

20 SAE-4140(Eq. To En-19)

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

21 SAE-4130 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

22 SAE-1035 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

23 SAE-5120H 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

Sl. No. Grade C Mn S P Si Al Cr Ni Mo V CE

1 16MnCr5 0.14/0.19 1.00/1.30 0.035 max 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 - - - - - -

 Alloy Grade for Forging Applications (Blooms & Billets)

SPECIFICATIONS FOR CONTINOUS CAST PRODUCTS

Page 20: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 20/28

SPECIFICATION FOR ROLLED PRODUCTS

1. IS 2062-2006: HOT ROLLED LOW, MEDIUM, AND HIGH TENSILE STRUCTURAL STEELa) Chemical Composition (Ladle Analysis)

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

IS 2830-1992: CARBON STEEL GRADES FOR RE-ROLLING FOR GENERAL STRUCTURAL PURPOSE(Billets / Blooms / Slabs / Ingots)

Grade

% Element (max)UTS

(Mpa)Min

 YS(Mpa)Min%E, GL5.65 So

Bend TestMandrelDia (mm)

CVN-ImpactEnergy (J) Min.

C Mn S P Si CE

Thickness(mm) offlange Min <25 >25 RT -20°C

<20 20-40 >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

Sl.No. Grade C Mn S P Si V CE 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 0.37/0.42 355 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 0.48 max 400 min 540 min 16

Structural Grades (Billets And Blooms)

NOTE: Above grades are approved by PGCIL.

Sl. No. Grade C Mn S P Si Al Cr Ni Mo V CE

3 EN43BCR 0.35/0.45 0.70/1.00 0.035 max 0.035 max 0.15/0.35 0.020 min 0.45/0.55 - - - -

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 0.40/0.70 0.15/0.25 - -

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 - 0.15/0.30 - -

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 - 0.15/0.25 - -

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 0.015/0.025 - - - - -

12 EN8D 0.40/0.45 0.70/0.90 0.030 max 0.030 max 0.20/0.30 0.015/0.025 - - - - -

13 SAE1552 0.47/0.55 1.20/1.50 0.025 max 0.025 max 0.15/0.35 0.015/0.025 0.25 MAX - - -

14 SAE4130 0.29/0.32 0.48/0.58 0.010/0.020 0.025 max 0.20/0.30 0.020/0.040 0.95/1.05 0.25 max 0.18/0.22 -

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 1.00/1.50 0.08/0.15 - -

 Alloy Grade for Forging Applications (Blooms & Billets) contd...

Page 21: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 21/28

Grades

Chemical Composition, % Max. (Ladle Analysis) Mechanical Properties %EL(min)Impact

min

Carbon for t(mm)

Mn Si S P N

CE for t(mm) YS Mpa Min for

t mmUTSMPa

t >3<40

t >40<63

 At°C Joules

<16>16< 40

> 40 < 30>

30£40

>40£150

<16

>16£40

>40£63

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 3 60-510 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

Grade

Chemical composition % (max) (Ladle Analysis) Mechanical Properties

C Mn P S Si Cu (Min) UTS (Mpa) YS (Mpa)% Elongation on GL

200mm 50mm

A 36 0.26 - 0.04 0.05 0.40 0.20 400-550 250(Min) 20 21

Grades

Chemical composition % (Ladle Analysis) Mechanical Properties

C Mn Si S(max) P(max) Al

(max)H(ppm)

max

UTS %EL(min)GL

5.65ÖSo

HardnessBHN

FWTSulphur

(MPa) Print

IRS-T-12-96Gr 880 0.60-0.80 0.80-1.30 0.10-0.50 0.030 0.030 0.02 1.6 880 min 10 265 Satisfactory Satisfactory

UIC-860 (O) Gr900A 

0.60-0.80 0.80-1.30 0.10-0.50 0.040 0.040 - - 880-1030 10 - Satisfactory Satisfactory

IRS T-43-92 Grade II 0 .60-0.85 0.80-1.40 0.10-0.55 0.055 0.065 - - 880 Min 10 265 Satisfactory Satisfactory

ECR 0.11 max. 0.30-0.50 0.10 max 0.050 0.050 - - - - - - -

2. EN 10025-2004: HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEEL(For Parallel Flange Beams & Columns, and Channels)

3. ASTM- A 36 M CARBON STRUCTURAL STEEL(For Parallel Flange Beams & Columns, and Channels)

4. GRADES OF RAILWAY RAILSIRS T-12-96, UIC 860(O), IRS T-43-92, & Electrical Conductivity Rails.

Grade

Chemical composition % max(Ladle Analysis)

Mechanical properties

C Mn S P Nb+V+Ti

 YS

UTS %ElongationBend at

M.D.

Impact joule(min.)

t<16mm 16-40mm

41-63mm

at 0°C at-20°C

JSPHT350HI

0.20 1.50 0.040 0.040 0.20 350 330 320 490-610 22 3T 40 30

JSPHT410HI

0.20 1.50 0.040 0.040 0.20 410 390 380 540-660 20 3T 35 25

5. CRANE RAIL SECTIONS (IS-3443:1980)

Grades

Chemical composition % (Ladle Analysis) Mechanical Properties

C Mn Si S (max) P (max) UTS MPa (Min)%EL GL

5.65 SoHardnessBHN Min

55 C11 0.50-0.60 0.95-1.25 0.05-0.30 0.06 0.06 710 1414

200

50 C12 0.40-0.60 0.90-1.45 0.03-0.30 0.06 0.06 710 200

6. JSP-HT 350HI & 410HIMicro Alloyed High Strength steel

Page 22: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 22/28

SPECIFICATIONS OF PLATES UNDER DEVELOPMENT

Sl. No. Specification &Description

Grade Chemistry Mechanical Properties

%C Mn S P Si C.E. YS UTS %El Impact-min

1 High Tensile 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

2 IRS M41 / 97

Corrosion resistantsteel for railways

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 - - - - -

3 JINDALHARD/TISCRALWear resistant steel

- 0.23-0.30 1.60 max 0.050 max 0.050max 0.50 max Cr- 0.60/0.65 - - - Hrdness=200BHN min.

- - - - - - *a - - - - -

4 API 5L grades PSL 2Gas/oil pipe steel

B 0.22 max 1.20 max 0.015 max 0.025 max - Ti-0.04 max 241-448 414-758 22-30 %

- - - - - - *a - - - depends on thk.

X-42 0.22 max 1.30 max 0.015 max 0.025 max - Ti-0.04 max - 290-496 414-758 ---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--- -

- - - - - - *a - - - -

5 LRS gradesLloyds register ofShipping

A 0.21 max 2.5xminC 0.035 max 0.035 max 0.50max - CE=0.40Max 235 min 400-520 22 min 27J at +20degC

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

6 ASTM A36 Generalstructural steel

0.25 max 0.80-1.20 0.05 max 0.050 max 0.40 max - - 250 400-550 18 min -

7 ASTM A242Corrosion resistant steel

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 - - - - -

8 ASTM A572

High strength low alloyCb-V structural steel

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 = 0.15max 

- 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 -

Grade Chemical Composition*(max) Mechanical Properties

C Mn S P Si Micro Alloy

UTS (Min)Mpa

 Yield Point(Min) Mpa

Specl

50 (345) 0.23 1.35 0.05 0.04 0.4 *a 450 345

200mm 50mm

18 21

7. ASTM A 572: HIGH STRENGTH LOW ALLOY COLUMBIUM-VANADIUM STRUCTURAL STEEL

(For Parallel Flange Beams & Columns, and Channels)

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

Page 23: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 23/28

Sl. No. Specification &Description

Grade Chemistry Mechanical Properties

%C Mn S P Si C.E. YS UTS %El Impact-min

9 ASTM A 573Structural carbon steelfor improved toughnessC-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 -

10 ASTM A 588 M-93Corrosion resistant steelHigh 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 - - - - -

11 ASTM A 515 gradePressure vessel platesfor intermediate & hightemperature 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 -

12 ASTM A 516 gradePressure vessel platesfor moderate & lowtemperature 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 -

70(485) 0.27 max 0.85-1.20 0.035 max 0.035 max 0.15-0.40 - - 260 min 485-620 17 min -

13 IS 2002-1992Pressure vessel platesfor intermediate & hightemperature service

1 0.18 max 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 -

14 ASTM A 537 c lass IHigh strength pressurevessel plates-heattreated

- 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 - - - - -

15 IS 8917 -1979Steel plate for zinc pot

- 0.05 max 0.25 max 0.025max 0.025max 0.05max - - - - - -

- 0.10 max 0.35max 0.030max 0.030max 0.05max - - - - - -

16 AST M A387MSteel alloy for high temp.

& pressure vessels

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 -

Cl-2 - - - - - Mo-0.45/0.60 - 310min 485-620 22min -

Gr 11 Cl-1 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 -

Cl-2 - - - - - Mo-0.45/0.60 - 310min 515-690 22min -

Gr 12 Cl-1 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 -

Cl-2 - - - - - Mo-0.45/0.65 - 275min 450-585 23min -

Gr22 Cl-1 0.05-0.15 0.30-0.60 0.035max 0.035max 0.50max Cr-2.0-2.50 - 210min 415-585 18min -

Cl-2 - - - - - Mo=0.90/1.10 - 310min 515-690 18min -

17 ASTM A204M-93Steel alloy for pressurevessel 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 -

18 AST M A283 MLow & 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 -

19 EN 10025Structural 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

20 DIN 17100Structural steelmicro 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

21 SS 4012 A  Fine grained low carbon

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 -

BSK46 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 -

22 IS1570 C45/ En8 / En9 C45 0.40-0.45 0.70-0.90 0.030max 0.030max 0.15-0.20 Al-0.01-0.02 - 300 min 627min 18min -

*a: Nb+V+Ti = 0.15 max

*b: Nb/Ti/V=0.055/0.045/0.095 MAX

Page 24: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 24/28

   [   L  a  y  o  u   t  o   f   R   U   B   M    ]

   W   A   L   K   N   G   B   E   A   M

   R   E   H   E   A   T   I   N   G   F   U   R   N   A   C   E

   B   R   E   A   K   D   O   W   N   M   I   L   L

   R   O   U   G   H   I   N   G   M   I   L   L  -   1

   U   N   I   V   E   R   S   A   L   T   A

   N   D   E   M   M   I   L   L

   U   N   I   V   E   R   S   A   L   F   I   N

   I   S   H   I   N   G   M   I   L   L

   H   O   T   S   A   W   S

   C   O   O   L   I   N   G   B   E   D

   H   E   A   V   Y   B   E   A   M   T   R   A   N   S   F   E   R   B   E   D

   H   O   R   I   Z   O   N   T   A   L   S

   T   R   A   I   G   H   T   E   N   E   R   (   S   7   )

   V   E   R   T   I   C   A   L   S   T   R   A

   I   G   H   T   E   N   E   R   (   S   8   )

   C   O   L   L   E   C   T   I   O   N   B

   E   D   (   H   F   T   2   )

   T   A   N   D   E   M   C   O   L   D

   S   A   W    L   I   N

   E

   S   T   R   U   C   T   U   R   A   L   I   N   S   P   E   C   T   I   O   N   A   R   E   A

   A   U   T   O   M   A   T   I   C   P   I   L

   I   N   G   B   E   D   S

   B   I   N   D   I   N   G   &   L   O   A   D   I   N   G   A   R   E   A

   N .   D .   T .

   A   R   E   A

   T   R   A   N   S   F   E   R   B   E   D   (   B   1   )

   C   O   L   D   C   A   R   B   I   D   E   S   A   W   S

   S   H   O   R   T   R   A   I   L   S   T   O

   R   A   G   E   T   R   A   N   S   F   E   R   B   E   D   (   B   2   )

   G   A   G   P   R   E   S   S   (   G   P   1 ,

   G   P   2   )

   T   R   A   N   S   F   E   R   B   E   D   (   B   3   )

   R   A   I   L   I   N   S   P   E   C   T   I   O   N   B   E   D   (   B   4   )

   R   A   I   L   I   N   S   P   E   C   T   I   O   N   B   E   D   F   O   R   S   H   O   R   T   R   A   I   L   S   (   B   5   )

   S   T   A   M   P   I   N   G   M   A   C

   H   I   N   E

   C   H   O   C   K   A   S   S   E   M   B

   L   I   N   G   A   R   E   A

   1 2 3    4 5 6 7 8 9    1   0

   1   1

   1   2

   1   3

   1   4

   1   5

   1   6

   1   7

   1   8

   1   9

   2   0

   2   1

   2   2

   2   3

   2   4

   2   5

   S   E   C   T   I   O

   N   F   I   N   I   S   H   I   N   G   E   N   D

   R   A   I   L   F   I   N   I   S   H   I   N   G   E   N   D

Page 25: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 25/28

[ Layout of Plate Mill ]Slab Receiving

Slab Charging Bay

Waking Beam Type Reheating Furnace

Primary Desclar

Vertical Edger

2-Hi Roughing Mill

4-Hi Finishing Mill

Laminar Cooling

Slab From Caster

Slab Conditioning

Width Gauge

Online Thickness Gauge

Transfer Bed-1For Cobble Removing

Plate Coil

Heavy Leveler

Divide Shear

Upcoiler (16 mm max.)

Coil Weighing & Inspection

<40mm >40mm

Transfer Bed 3

Tilting Device for Inspection

Online Ultrasonic Testing

Rotary Trimming Shear

End Shear and Sample

Transfer Bed 4

Plate Piler

Plate Shipping

Offline Ultrasonic Test & Inspection

Torch Cutting & Sampling

Plate Shipping

Marking & Strapping & Sampling

Coil Shipping

Page 26: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 26/28

Page 27: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 27/28

[ 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]

Kolkata

41, Shakespeare Sarani, Duck Back House, Kolkata - 700 017.

Tel: +91 33 4002 1300; Fax: +91 33 2290 6203; Email: [email protected]

Chennai

2D, Century Plazza 560-562, Anna Salai, Teynampet, Chennai 600 018.

Tel: +91 44 4217 9234, 4354 6723/24; Fax: +91 44 4213 2334; Email: [email protected]

Raipur13 K.M. Stone, G.E. Road, Mandir Hasaud, Raipur - 492 001, Chhattisgarh.

Tel: +91 771 2471205-07; Fax: +91 771 2471120, 2471404; 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]

Page 28: jindal column,beam ,channels.pdf

7/27/2019 jindal column,beam ,channels.pdf

http://slidepdf.com/reader/full/jindal-columnbeam-channelspdf 28/28

Corporate Office


Recommended