jindal steel product-catalogue

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 FacilitiesJindal 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 PlanJSPL 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.

DomesticIndia 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 evolve with 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 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 ProcessJSPL 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 PlantThe blast furnace is supported by a 2.3 MTPA capacity Sinter Plant and 0.8 MTPA coke oven.

[ Steel Making ]

Electric Arc FurnaceOur 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 FurnaceOur 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 DegassingCapable 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 CastingJSPL’s Continous Casting facilities include :A 3-strand beam blank-cum-bloom-cum-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 Mill1.25 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 panels.

Universal Tandem RollingUniversal Roughing (UR).Edger.Universal Finishing (UF).

NDT Centre for RailsLaser straightness measurement.EDDY current testing.Ultrasonic testing.

[ Plate Mill ]

Plate Mill FeaturesWalking 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 AssuaranceComputerized 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 MaterialX-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 ProductsUniversal 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 RailsMedium & Large size Parallel Flange BeamsParallel Flange ColumnsChannelsCrane RailsTrack RailsCathode 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 ProductsBillets/BloomsBeam BlanksRoundsSlabs

Metallics & Ferro AlloysSponge Iron Lumps & FinesPig IronHigh Carbon Ferro Chrome

[ Product Range ]

(3) RAILS*RAIL IRS 52, UIC 60, UIC 54 is on the anvilCRANE RAIL CR80, CR 100

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

(1) SEMISProduct RangeBillets/ Blooms 130 x 130 mm, 150 x 150mm, 200 x 200mm, 250x250mm, 280 x 320mm, 285 x 390mmBeam Blanks 480x420x120, 355x280x90mmRounds (mm) 140 Ø, 162 Ø, 200 Ø, 220 Ø, 305 Ø, 355 Ø for Seamless pipe industrySlabs Width 1500 to 2600 mm, Thickness 215, 250, 280mm

(2) STRUCTURAL SECTIONS*BEAMSSL No DEPTH (mm) x FLANGE WIDTH (mm) x SECTIONAL WEIGHT (kg/m)1 UB 203 x 133 x 25/302 UB 254 x 146 x 31/37/433 UB 305 x 165 x 40/46/544 UB 356 x 171 x 45/51/57/675 NPB/IPE 400 x 180 x 57.4/66.3/75.76 UB 406 x 178 x 54/60/67/747 NPB/IPE 450 x 190 x 67.2/77.6/92.48 UB 457 x 191 x 67/74/82/89/989 NPB/IPE 500 x 200 x 79.4/90.7/107.310 UB 533 x 210 x 82/92/101/109/12211 NPB/IPE 600 x 220 x 107.6/122.4/154.512 WPB/HE 600 x 300 x 128.8/177.8/211.9/285.513 UB 610 x 229 x 101/113/125/14014 WPB/HE 700 x 300 x 149.9/204.5/240.5/300.715 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]COLUMNS

SL NO. DEPTH (mm) x FLANGE WIDTH (mm) x SECTIONAL WT (kg/m)1 UC 152 x 152 x 23/30/372 UC 203 x 203 x 46/52/60/71/863 UC 254 x 254 x 73/89/107/137/1674 UC 305 x 305 x 97/118/137/158/198/240/283CHANNELS

SL NO. DEPTH (mm) x FLANGE WIDTH (mm) x SECTIONAL WT (kg/m)1 ISMC 250 x 80 x 30.62 ISMC 250 x 82 x 34.23 ISMC 250 x 83 x 38.14 ISMC 300 x 90 x 36.35 ISMC 300 x 92 x 41.56 ISMC 300 x 93 x 46.27 ISMC 400 x 100 x 50.1

(4) PLATESTHICKNESS RANGE 5mm to 150mmWIDTH RANGE 1500mm to 3500mmLENGTH 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 16mmWIDTH RANGE 1500mm to 3000mmMAX COIL WEIGHT 30 MT.

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

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, GL 5.65 So

Bend Test MandrelDia (mm)

CVN-ImpactEnergy (J) Min.

C Mn S P Si CEThickness(mm) of

flange 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...

Grades

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

Carbon for t(mm)

Mn Si S P N

CE for t(mm) YS Mpa Min for t mm

UTS MPa

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 0.38 235 225 215 360-510 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

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 FWT

Sulphur

(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) Gr 900A 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+TiYS

UTS %Elongation Bend at M.D.

Impact joule (min.)

t<16mm 16-40mm

41-63mm at 0°C at

-20°CJSPHT350HI 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 GL5.65 So

HardnessBHN 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

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 / 97Corrosion resistant steel for railways

CortenAequivalent

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 - - - - -


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


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


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


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


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


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


- - - - - - *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 General structural 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 A572High 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 = 0.15 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 -

Grade Chemical Composition*(max) Mechanical Properties

C Mn S P Si MicroAlloy

UTS (Min) Mpa

Yield Point (Min) Mpa

Specl

50 (345) 0.23 1.35 0.05 0.04 0.4 *a 450 345200mm 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

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 -



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 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 -

12 ASTM A 516 gradePressure 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 -




13 IS 2002-1992Pressure vessel plates for intermediate & high temperature 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 -


14 ASTM A 537 class IHigh 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 - - - - -

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 ASTM 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 ASTM 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

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[ 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

[ Corporate Office & International Sales Division ]

DelhiJindal 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 ]

MumbaiJindal 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]

Kolkata41, Shakespeare Sarani, Duck Back House, Kolkata - 700 017.

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

Chennai2D, 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 ]

RaigarhKharsia Road, Post Box No. 16 Raigarh - 496 001, Chhattisgarh.

Tel: +91 7762 227001-10; Fax: +91 7762 227021-22; Email: [email protected]

Corporate OfficeJindal Centre, 12, Bhikaiji Cama Place, New Delhi 110 066Phone : +91 11 26188340-50 Fax : +91 11 26167958, 43579817e-mail : [email protected] : www.jindalsteelpower.com

DescriptionBeams

Sectional Weight

Total Depth

Flange Width

Thickness of Web

Thickness of Flange

Root radius

Area of section

Moment of Inertia

Sectional Modulus

Radius of gyration

RemarksX Axis Y Axis X Axis Y Axis X Axis Y Axisw H B tw tf r A Ixx Iyy Zxx Zyy rxx ryy

Kg/m mm mm mm mm mm cm2 cm4 cm4 cm3 cm3 cm cmPARALLEL FLANGE BEAMSUB 203X133X 25 25.1 203.2 133.2 5.7 7.8 7.6 31.97 2340 307.6 230.3 46.2 8.56 3.1UB 203X133X 30 30 206.8 133.9 6.4 9.6 7.6 38.21 2896 384.7 280 57.5 8.71 3.17

UB 254x146x31 31.1 251.4 146.1 6 8.6 7.6 39.68 4413 447.5 351.1 61.3 10.55 3.36UB 254x146x37 37 256 146.4 6.3 10.9 7.6 47.17 5537 570.6 432.6 78 10.83 3.48UB 254x146x43 43 259.6 147.3 7.2 12.7 7.6 54.77 6544 677.4 504.1 92 10.93 3.52

UB 305 x 165 x 40 40.3 303.4 165 6 10.2 8.9 51.32 8503 764.4 560.5 92.6 12.87 3.86UB 305 x 165 x 46 46.1 306.6 165.7 6.7 11.8 8.9 58.75 9899 895.7 645.7 108 12.98 3.9UB 305 x 165 x 54 54 310.4 166.9 7.9 13.7 8.9 68.77 11700 1063 753.6 127 13.04 3.93

UB 356 x 171 x 45 45 351.4 171.1 7 9.7 10.2 57.33 12070 811.1 686.7 94.81 14.51 3.76UB 356 x 171 x 51 51 355 171.5 7.4 11.5 10.2 64.91 14140 968.3 796.4 112.9 14.76 3.86UB 356 x 171 x 57 57 358 172.2 8.1 13 10.2 72.56 16040 1108 896 128.7 14.87 3.91UB 356 x 171 x 67 67.1 363.4 173.2 9.1 15.7 10.2 85.49 19460 1362 1071 157.3 15.09 3.99

UB 406 x 178 x 54 54.1 402.6 177.7 7.7 10.9 10.2 68.95 18720 1021 930 115 16.48 3.85UB 406 x 178 x 60 60.1 406.4 177.9 7.9 12.8 10.2 76.52 21600 1203 1063 135 16.8 3.97UB 406 x 178 x 67 67.1 409.4 178.8 8.8 14.3 10.2 85.54 24330 1365 1189 153 16.87 3.99UB 406 x 178 x 74 74.2 412.8 179.5 9.5 16 10.2 94.51 27310 1545 1323 172 17 4.04

IPEA 400/ NPB 400 x 180 x 57.4 57.4 397 180 7 12 21 73.1 20293 1170.6 1022.3 130.1 16.66 4.00IPE 400/ NPB 400 x 180 x 66.3 66.3 400 180 8.6 13.5 21 84.5 23128 1317.8 1156.4 146.4. 16.55 3.95IPEO 400/ NPB 400 x 180 x 75.7 75.7 404 182 9.7 15.5 21 96.5 26747 1564.2 1324.1 171.9 16.66 4.03

UB 457 x 191 x 67 67.1 453.4 189.9 8.5 12.7 10.2 85.51 29380 1452 1296 152.9 18.54 4.12UB 457 x 191 x 74 74.3 457 190.4 9 14.5 10.2 94.63 33320 1671 1458 175.5 18.76 4.2UB 457 x 191 x 82 82 460 191.3 9.9 16 10.2 104.5 37050 1871 1611 195.6 18.83 4.23UB 457 x 191 x 89 89.3 463.4 191.9 10.5 17.7 10.2 113.8 41020 2089 1770 217.8 18.99 4.29UB 457 x 191 x 98 98.3 467.2 192.8 11.4 19.6 10.2 125.3 45730 2347 1957 243.5 19.11 4.33

IPEA 450/ NPB 450 x 190 x 67.2 67.2 447 190 7.6 13.1 21 85.5 29759 1502.4 1331.5 158.1 18.65 4.19IPE 450/ NPB 450 x 190 x 77.6 77.6 450 190 9.4 14.6 21 98.8 33743 1675.9 1499.7 176.4 18.48 4.12IPEO 450/ NPB 450 x 190 x 92.4 92.4 456 192 11 17.6 21 117.7 40923 2085.4 1794.9 217.2 18.65 4.21

PRODUCT RANGEUniversal Beams & Columns, Channels and Rails

ANNEXURE - A

tf

tw

DescriptionBeams

Sectional Weight

Total Depth

Flange Width

Thickness of Web

Thickness of Flange

Root radius

Area of section

Moment of Inertia Sectional Modulus Radius of gyration

RemarksX Axis Y Axis X Axis Y Axis X Axis Y Axis

w H B tw tf r A Ixx Iyy Zxx Zyy rxx ryyKg/m mm mm mm mm mm cm2 cm4 cm4 cm3 cm3 cm cm

PARALLEL FLANGE BEAMS / CONTD-

IPEA 500/NPB 500 x 200 x 79.4 79.4 497 200 8.4 14.5 21 101.3 42933 1939.2 1727.7 193.9 20.61 4.38IPE 500/NPB 500 x 200 x 90.7 90.7 500 200 10.2 16 21 115.5 48199 2141.7 1927.9 241.2 20.43 4.31IPEO 500/NPB 500 x 200 x 107.3 107.3 506 202 12 19 21 136.7 57777 2621.7 2283.7 259.5 20.56 4.38

UB 533 x 210 x 82 82.2 528.3 208.8 9.6 13.2 12.7 104.7 47540 2007 1800 192.3 21.31 4.38UB 533 x 210 x 92 92.1 533.1 209.3 10.1 15.6 12.7 117.4 55230 2389 2072 228.3 21.69 4.51UB 533 x 210 x 101 101 536.7 210 10.8 17.4 12.7 128.7 61520 2692 2292 256.4 21.87 4.57UB 533 x 210 x 109 109 539.5 210.8 11.6 18.8 12.7 138.9 66820 2943 2477 279.2 21.94 4.6UB 533 x 210 x 122 122 544.5 211.9 12.7 21.3 12.7 155.4 76040 3388 2793 319.7 22.12 4.67

UB 610 x 229 x 101 101.2 602.6 227.6 10.5 14.8 12.7 128.9 75780 2915 2515 256 24.24 4.75UB 610 x 229 x 113 113.0 607.6 228.2 11.1 17.3 12.7 143.9 87320 3434 2874 301 24.63 4.88UB 610 x 229 x 125.1 125.1 612.2 229 11.9 19.6 12.7 159.3 98610 3932 3221 343 24.88 4.97UB 610 x 229 x 139.9 139.9 617.2 230.2 13.1 22.1 12.7 178.2 111800 4505 3622 391 25.05 5.03

IPEA 600/ NPB 600 x 220 x 107.6 107.6 597 220 9.8 17.5 24 137 82919 3116.3 2777.8 283.3 24.6 4.77IPE 600/ NPB 600 x 220 x 122.4 122.4 600 220 12 19 24 156 92083 3387.3 3069.4 307.9 24.3 4.66IPEO 600/ NPB 600 x 220 x 154.5 154.4 610 224 15 24 24 196.8 118302 4520.8 3678.8 403.6 24.52 4.79

HEAA 600/ WPB 600 x 300 x 128.8 128.8 571 300 12 15.5 27 164.1 91872 6993.4 3217.9 466.2 23.66 6.53HEA 600/ WPB 600 x 300 x 177.8 177.8 590 300 13 25 27 226.5 141208 11271.3 4786.7 751.4 24.97 7.05HEB 600/ WPB 600 x 300 x 211.9 211.9 600 300 15.5 30 27 270 171041 13530.2 5701.4 902 25.17 7.08HEM 600/ WPB 600 x 300 x 285 285 620 305 21 40 27 363.7 237447 18975.5 7659.6 1244.3 25.65 7.22

HEAA 700/ WPB 700 x 300 x 149.9 149.9 670 300 13 17 27 190.9 142721 7673.1 4260.3 511.5 27.34 6.34HEA 700/ WPB 700 x 300 x 204.5 204.5 690 300 14.5 27 27 260.5 215301 12178.8 6240.6 811.9 28.75 6.65HEB 700/ WPB 700 x 300 x 240.5 240.5 700 300 17 32 27 306.4 256888 14440.8 7339.7 952.7 28.96 6.68HEM 700/ WPB 700 x 300 x 300.7 300.7 716 304 21 40 27 383 329278 18797.4 9197.7 1236.7 29.32 7.01

HEAA 800/ WPB 800 x 300 x 172 172 770 300 14 18 30 218.5 208900 8134 5426 542.2 30.92 6.1 On the anvil/Subject prior agreementHEA 800/ WPB 800 x 300 x 224 224 790 300 15 28 30 285.8 303400 12640 7682 842.6 32.58 6.65HEB 800/ WPB 800 x 300 x 262 262 800 300 17.5 33 30 334.2 359100 14900 8977 993.6 32.78 6.68HEM 800/ WPB 800 x 300 x 317 317 814 303 21 40 30 404.3 442600 18630 10870 1230 33.09 6.79 On the anvil/Subject prior agreement

HEAA 900/ WPB 900 x 300 x 198 198 870 300 15 20 30 252.2 301100 9041 6923 602.8 34.55 5.99 On the anvil/Subject prior agreementHEA 900/ WPB 900 x 300 x 252 252 890 300 16 30 30 320.5 422100 13550 9485 903.2 36.29 6.5 On the anvil/Subject prior agreementHEB 900/ WPB 900 x 300 x 291 291 900 300 18.5 35 30 371.3 494100 15820 10980 1054 36.48 6.53 On the anvil/Subject prior agreementHEM 900/ WPB 900 x 300 x 333 333 910 302 27 40 30 423.6 570400 18450 12540 1222 36.7 6.6 On the anvil/Subject prior agreement

DescriptionBeams

Sectional Weight

Total Depth

Flange Width

Thickness of Web

Thickness of Flange

Cyy* Area of section


Remarks

X Axis Y Axis X Axis Y Axis X Axis Y Axisw D B t T A Ixx Iyy Zxx Zyy rxx ryy

Kg/m mm mm mm mm mm cm2 cm4 cm4 cm3 cm3 cm cmINDIAN CHANNELSISMC 250 x 80 30.6 250 80 7.2 14.1 2.3 39 3880 211 307 38.5 9.92 2.37ISMC 250 x 82 34.2 250 82 9 14.1 2.23 43.5 4080 244 326 40.9 9.68 2.37ISMC 300 x 90 36.3 300 90 7.8 13.6 2.35 46.3 6420 313 428 47.1 11.8 2.6ISMC 400 x 100 50.1 400 100 8.8 15.3 2.42 63.8 15200 508 760 67 15.4 2.82

*Cyy is centre of gravity along YY Axis

UB - British Universal Beams NPB - Narrow Parallel Flange Beams as per IS Code 12778 -2004 (Equivalent to IPE - European Narrow flange Parallel beams) UC - British Univeral Columns WPB - Wide Parallel Flange Beams as per IS Code 12778 - 2004 (Equivalent to HE - European Wide Flange Beams)

DescriptionBeams

Sectional Weight

Total Depth

Flange Width

Thickness of Web

Thickness of Flange

Root radius

Area of section


RemarksX Axis Y Axis X Axis Y Axis X Axis Y Axisw H B tw tf r A Ixx Iyy Zxx Zyy rxx ryy

Kg/m mm mm mm mm mm cm2 cm4 cm4 cm3 cm3 cm cmPARALLEL FLANGE COLUMNSUC 152x152x23 23 152.4 152.2 5.8 6.8 7.6 29.25 1250 399.9 164 52.55 6.54 3.7 Equivalent to WPB 150 x 150 x 23UC 152x152x30 30 157.6 152.9 6.5 9.4 7.6 38.26 1748 560.5 221.8 73.31 6.76 3.83 Equivalent to WPB 150 x 150 x 30UC 152x152x37 37 161.8 154.4 8 11.5 7.6 47.11 2210 706.2 273.2 91.48 6.85 3.87 Equivalent to WPB 150 x 150 x 37

UC 203 x 203 X 46 46.1 203.2 203.6 7.2 11 10.2 58.73 4568 1548 449.6 152.1 8.82 5.13UC 203 x 203 X 52 52 206.2 204.3 7.9 12.5 10.2 66.28 5259 1778 510.1 174 8.91 5.18UC 203 x 203 X 60 60 209.6 205.8 9.4 14.2 10.2 76.27 6125 2065 584.4 200.6 8.96 5.2UC 203 x 203 X 71 71 215.8 206.4 10 17.3 10.2 90.43 7618 2537 706 245.9 9.18 5.3UC 203 x 203 X 86 86.1 222.2 209.1 12.7 20.5 10.2 109.6 9449 3127 850.5 299.1 9.28 5.34

UC 254 X 254 X 73 73.1 254.1 254.6 8.6 14.2 12.7 93.1 11420 3908 897.9 307 11.07 6.48UC 254 X 254 X 89 88.9 260.3 256.3 10.3 17.3 12.7 113.3 14270 4857 1096 379 11.22 6.55UC 254 X 254 X 107 107.1 266.7 258.8 12.8 20.5 12.7 136.4 17510 5928 1313 458.1 11.33 6.59UC 254 X 254 X 132 132 276.3 261.3 15.3 25.3 12.7 138.1 22530 7531 1631 576.4 11.58 6.69UC 254 X 254 X 167 167.1 289.1 265.2 19.2 31.7 12.7 212.9 30000 9870 2075 744.3 11.87 6.81

UC 305 x 305 x 97 96.9 307.9 305.3 9.9 15.4 15.2 123.4 22250 7308 1445 478.7 13.42 7.69UC 305 x 305 x 118 117.9 314.5 307.4 12 18.7 15.2 150.2 27670 9059 1760 589.4 13.57 7.77UC 305 x 305 x 137 136.9 320.5 309.2 13.8 21.7 15.2 174.4 32810 10700 2048 692.2 13.72 7.83UC 305 x 305 x 158 158.1 327.1 311.2 15.8 25 15.2 203.4 38750 12570 2369 807.8 13.87 7.9UC 305 x 305 x 198 198.1 339.9 314.5 19.1 31.4 15.2 252.4 50900 16300 2995 1037 14.2 8.04UC 305 x 305 x 240 240 352.5 318.4 23 37.7 15.2 305.8 64200 20310 3643 1276 14.49 8.15UC 305 x 305 x 283 282.9 365.3 322.2 26.8 44.1 15.2 360.4 78870 24630 4318 1529 14.79 8.27

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For Structurals For Rails

Length : For prime 10 - 13 meter (-0/+100mm) 13 meter Length, tolerance as norm

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 As per UIC/ EN/ IRS as applicable

For IPE/NPB sections As per IS:12778/ equivalance with EN-19-57

As per IS:12778/ equivalance with EN-53-62

Surface Condition : For prime Blue or with slight atmospheric rust

For non-prime / short length Superficial rust to slight rusted material to be acceptable

Packing : Bare, Loose and / or in bundles of max 5 MT each Bare,Loose and / or in bundles of max 5 MT each

Marking : For prime Size length / grade / Heat No., order No., Desired shipping marks As per norms

For non-prime / short length As per mutual agreement

Minimum Order Qty. : 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 account)

As per mutual agreement

For exports : 30 MT per size per length per grade for grades S275JR/equivalent and lower; Total order quantity : Min 500MT50 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

Track Rails Sectional Weight(Kg/m)

UIC54 (On the anvil/Subject to prior agreement) 54.43 As per UIC-860-O

UIC60 60.34

IRS -52 52 As per IRS -T-12-96

Delivery Conditions for Beams/ Columns/ Channels and Rails

Indian Crane Rail Sections Sectional Weight(Kg/m)

CR-80 64.2

As per IS : 3443 -1980, SPECIFICATION FOR CRANE RAIL SECTIONS

CR-100 89

jindal steel product-catalogue

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