Product catalogue for steel re-bars

8/18/2019 Product catalogue for steel re-bars

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Product cataloguePJSC “ArcelorMittal Kryvyi Rih”


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Map of warehouses and sales officesof PJSC “ArcelorMittal Kryvyi Rih”

ArcelorMittal is a world leading steel &mining company. ArcelorMittal takes the

leadership in the major steel segmentsincluding automotive industry,construction and household appliances

and packaging. The Company has largeraw materials deposits and efficient

sales network.

ArcelorMittal Company employs more

than 245 000 employees and hasrepresentative offices in 60 countries ofthe world.

ArcelorMittal runs its metallurgical

activities on four continents coveringboth the developed and emergingmarkets.

Nearly 35% of our steel is manufacturedin America, 47% in Europe and 18%

in other regions including Kazakhstan,South Africa and Ukraine.

ArcelorMittal is a leader in the steel

markets of North and South America,West and East Europe, CIS countries andAfrica.

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Reinforcingsteel bars

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The Company produces the reinforcing rolled steel according to the international and national standards:

DSTU 3760:2006 (Ukraine),GOST 5781-82 (international standard),GOST 10884-94 (international standard),STO ASChM 7-93 (Russian Federation),GOST Ð 52544-2006 (Russian Federation),STB 1704-2006, 1704-2012 (Belarus),TU U 27.1-23365425-652:2010,DIN 488 (Germany),BS 4449:1997 (Great Britain),BS 4449:2005 (Great Britain),ASTM A615 (USA),ASTM A706 (USA),STAS 438/1 (Romania),SI 4466 (Israel),NT 26.05 (Tunisia),CAN/CSA-G30.18-M92 (Canada),ISO 6935 2:2007

Reinforcing steel bars of nominal diameter from 14 to 32 mm can be manufactured with corrosion protection coating that ensures themarketable state of the reinforcing steel surface up to 90 days.

Bundle and coil sizesReinforcing steel bars are manufactured in 6 to 12 m length and with maximum deviation of -0/+100 mm for standard length. Uponagreement with the customer steel rebar can be manufactured of other length. The bundle weight is up to 5 t.

Steel rebar in coils is produced with weight up to 600 kg and 1100 - 2100 kg.The products are bound with wire rod of 5.5 to 7.0 mm.

The products are marked with label containing the following data:- Name and (or) trade mark of the manufacturer;- Name of the customer;- Contract/specification number;- Country of destination;- Dimension of the steel products (size, length);- Heat number;

- Batch number;- Weight.

Note. Content of marking may be changed as per agreement between the customer and manufacturer.

Deformed reinforcing steel can be marked with identification to state the manufacturing company, strength grade etc.

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DSTU 3760:2006 (Ukraine)

Product mix, standard dimensions and weight

Nominal dimensions Nominal weight (mass)per unit of length,

kg/m

Tolerance,%

*Minimal number of barsin a bundle, pcs.

Diameter, mmCross-sectional area

in mm2

5,5 23,8 0,187

± 8,0

-

6,0 28,3 0,222 -

8,0 50,3 0,395 387

10,0 78,5 0,617+5,0-6,0

255

12,0 113,0 0,888 177

14,0 154,0 1,210 130

16,0 201,0 1,580

± 4,5

100

18,0 254,0 2,000 79

20,0 314,0 2,470 64

22,0 380,0 2,980 53

25,0 491,0 3,850 41

28,0 616,0 4,830 32

32,0 804,0 6,310 25*Upon agreement with the customer, minimal number of bars in the bundle can be ensured(bundle up to 2 t, rebar 12.0 m long -0/+100 mm).

Mechanical properties

Strength grade

Yield strength, σò,

N/mm2Tensile strength, σ

â,

N/mm2Elongation, δ

5,

% Radius for bend test,degrees

minimum

À240S 240 370 25 180

À400S 400 500 16 90

À500S 500 600 14 90

À800 800 1000 8 45À1000 1000 1250 7 45

Products delivery:- nominal dimension of 8.0 to 32.0 mm: cut length (À240S from 10 to 32 mm);- nominal diameter of 5.5 - 32.0 mm (À240S); 8.0 mm (À400S); 10.0 mm (À400S); 12.0 mm (À400S): in coils of 1100 – 2100

kg;- nominal diameter of 8.0 mm (À400S, À500S); 10.0 mm (À400S, À500S): in coils of up to 600 kg.

GOST 5781-82 (international standard)



kg/m

Tolerance,%

*Minimal number of barsin a bundle, pcs.Diameter,

mmCross-sectional area

in cm2

8 0,503 0,395+9,0/-7,0

383

10 0,785 0,617 255

12 1,131 0,888

+5,0/-6,0

177

14 1,540 1,210 130

16 2,010 1,580 101

18 2,540 2,000

+3,0/-5,0

80

20 3,140 2,470 64

22 3,800 2,980 53

25 4,910 3,850 41

28 6,160 4,830 33

32 8,040 6,310 +3,0/-4,0 25

*Upon agreement with the customer, minimal number of bars in the bundle can be ensured(bundle up to 2 t, bar length 12.0 m -0/+100 mm).8


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Strength grade

Yield strength, σт,

N/ìì2Tensile strength, σ

â,

N/ìì2Elongation, δ

5,

% Cold bend, degrees

minimum

À-III(À400) 390 590 14 90

GOST 10884-94 (international standard)


Nominal dimensionsNominal weight (mass)

per unit of length,kg/m

Tolerance,%



in cm2

10 0,785 0,617

+5,0/-6,0

255

12 1,131 0,888 177

14 1,540 1,210 130*Upon agreement with the customer, minimal number of bars in the bundle can be ensured(bundle up to 2 t, bar length 12.0 m -0/+100 mm).


Strength grade



â,

N/mm2Elongation, δ

5,


minimum

Àt800 800 1000 8 45

Àt1000 1000 1250 7 45

STO ASCHM 7-93 (Russia)

Product mix, standard dimensions and weight (cut lengths)


kg/m

Tolerance,%

*Minimal number of barsin a bundle, pcs.Diameter, mm

Cross-sectional areain mm2

8 50,3 0,395 ± 8 387

10 78,3 0,617

± 5

255

12 113 0,888 177

14 154 1,21 130

16 201 1,58

± 4

100

18 254 2,00 79

20 314 2,47 64

22 380 2,98 53

25 491 3,85 41

28 616 4,83 32

32 804 6,31 25

*Upon agreement with the customer, minimal number of bars in the bundle can be ensured(bundle up to 2 t, bar length 12.0 m -0/+100 mm).

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Strength grade



â,

N/mm2Elongation, δ

5,

%Radius for bend test,

degrees

minimum

À400S 400 500 16160-180

À500S 500 600 14

GOST R 52544-2006 (Russia)



kg/m

Tolerance,%

*Minimal number of barsin a bundle, pcs.Diameter, mm


8 50,3 0,395 ± 8 387

10 78,5 0,616

± 5

255

12 131,1 0,888 177

14 153,9 1,208 130

16 201,1 1,578

± 4

10018 254,5 1,998 79

20 314,2 2,466 64

22 380,1 2,984 53

25 490,9 3,853 41

28 615,8 4,834 32



Strength grade

Yield strength, σò

,N/mm2

Tensile strength, σâ

,N/mm2

Elongation, δ5

,%

Radius for bend test,degrees

minimum

À500S 500 600 14 90

STB 1704-2006, 1704-2012 (Belarus)



kg/m

Tolerance,%



in mm2

8 50,3 0,395

± 4,5

400

10 78,5 0,617 256

12 113,0 0,888 178

14 154,0 1,208 130

16 201,0 1,578 100

18 254,5 2,000 79

20 314,0 2,466 64

22 380,1 2,984 53

25 491,0 3,853 41

28 616,0 4,833 32

32 804,0 6,313 25

* Upon agreement with the customer, minimal number of bars in the bundle can be ensured(bundle up to 2 t, bar length 12.0 m -0/+100 mm).

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Strength grade

Yield strength, Re,MPa

Ratio,R

m / R

e

Elongation, δ5,


minimum

S500 500 1,08 14 90

TU U 27.1-23365425-652:2010Rolled steel for manufacturing the anchoring in the mine working


Nominal dimensions Nominal weight (mass) per unitof length,

kg/m

Tolerances,%Diameter,

mmCross-sectional area,

mm2

20,0 314,0 2,470

± 4,522,0 380,0 2,980

25,0 491,0 3,850*To confirm the technical feasibility the customer has to provide the nut as a reference for geometry (to screw the rolled steel with thecontrol nut together).


Steel grade

Yield point, σò

Tensile strength, σâ

Total percentageelongation at maximum

force, δmax

Percentage elongation afterfracture, δ

5

N/mm2 %

minimum

À400sh 400 5008 20

À500sh 500 620

Threaded rebar

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DIN 488-2-1984 (Germany)

Product mix, standard dimensions and weight (cut length)

Nominal dimensionsNominal weight (mass)per unit of length, kg/m

Tolerances, %**Minimal number of bars

in a bundle, pcs.Diameter, mm Cross-sectional area, cm2

*8 0,503 0,395

± 4,0

402

10 0,785 0,617 257

12 1,13 0,888 178

14 1,54 1,21 131

16 2,01 1,58 100

20 3,14 2,47 64

25 4,91 3,85 41

28 6,16 4,83 32*Coils of up to 600 kg can be manufactured.**Upon agreement with the customer, minimal number of bars in the bundle can be ensured (bundle of up to 2 t , cut length of 12.0 m-0/+100 mm).


Strength grade

Yield strength,R

e, N/mm2

Ratio,R

m, N/mm2

Elongation,A

5, % Radius for bend test,

degrees

minimum

BSt 500 S 500 550 10 90/20

DIN 488-2-2009 (Germany)

Product mix, standard dimensions and weight(cut lengths)

Nominal dimensions of steel

Tolerances, %

Weight (mass) per unit oflength, kg/m

Diameter, dH, mm Cross-sectional area, Fí, mm2 nominal

8 50,3

+6,0/-4,0

0,395

10 78,5 0,617

12 113 0,888

14 154 1,210

16 201 1,580

20 314 2,470

25 491 3,850

28 616 4,830

32 804 6,310


Steel grade

Yield strength, Re,

N/mm2Ratio,R

m / R

e

Elongation, Agt

, % Radius for bend test,degrees

minimum

B500B 500 1,08 5 90/20

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BS 4449:1997 (Great Britain)


Nominal dimensions

Nominal weight (mass)per unit of length, kg/m

Tolerances, %*Minimal number of bars

in a bundle, pcsDiameter, mmCross-sectional area,

mm2

8 50,3 0,395

± 6,5

392

10 78,5 0,616 251

12 113,1 0,888

± 4,5

178

16 201,1 1,579 100

20 314,2 2,466 64

25 490,9 3,854 41



Steel grade Yield strength, Re,N/mm2

Ratio,R

m / R

e

Elongation,A

5, %

Total elongation at

maximum force,A

gt, %

Radius for rebendtest,

degreesminimum

460B 460 1,08 14 5 45/23

BS 4449:2005 (Great Britain)


Nominal dimensions

Nominal weight (mass)per unit of length, kg/m

Tolerances, %*Minimal number of bars

in a bundle, pcsDiameter, mmCross-sectional area

in mm2

8 50,3 0,395 ± 6,0 394

10 78,5 0,617

± 4,5

256

12 113,0 0,888 178

16 201,0 1,580 100

20 314,0 2,470 64

25 491,0 3,850 41

32 804,0 6,310 25*Upon agreement with the customer, minimal number of bars in the bundle can be ensured (bundle of up to 2 t, cut length of 12.0 m-0/+100 mm).


Steel gradeYield strength,

Re, N/mm2

Ratio,R

m / R

e

Total elongation atmaximum force, A

gt, %

Radius for rebend test,degrees

B500B 500 1,08 5,090/20

B500C 500 ≥1,15


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ASTM A615-07 (USA)

Product mix, standard dimensions and weight(cut lengths)

Bar designation

Nominal dimensionsMass (weight) per

unit of length **Minimal number ofbars in a bundle, pcs.

Diameter Cross-sectional area

# ¹ mm mm2 kg/m

3* [10] 9,5 71 0,560 295

4 [13] 12,7 129 0,994 166

5 [16] 15,9 199 1,552 107

6 [19] 19,1 284 2,235 74

7 [22] 22,2 387 3,042 54

8 [25] 25,4 510 3,973 42

9 [29] 28,7 645 5,060 33

10 [32] 32,3 819 6,404 26*Coils of up to 600 kg can be manufactured.**Upon agreement with the customer, minimal number of bars in the bundle can be ensured (bundle of up to 2 t , cut length of 12.0 m-0/+100 mm). Mechanical properties

Bar designation Strength grade

Yield strength Tensile strength Elongation Radius for bend test

pound/inch2

[MPa]pound/inch2

[MPa]%

degrees

minimum

3

Grade 40 [280]40000[300]

60000[420]

11

180

4, 5 12

6 12

3, 4, 5, 6

Grade 60 [420]60000[420]

90000[620]

9

7, 8 8

9, 10 7

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STAS 438/1-89 (Romania)


Nominal dimensionsMass (weight) per

unit of length,kg/m

* Minimal number ofbars in a bundle, pcsDiameter, mm

Tolerances, mm Cross-sectional area,cm2

ÎÂ 37 ÐÑ 52

6

± 0,3

-

-

0,283 0,222 -

7 0,385 0,302 -

8

+ 0,30- 0,50

0,503 0,395 387

10

+ 0,3- 0,5

0,785 0,617 248

12 1,130 0,888 177

14 1,540 1,210 130

16 2,010 1,580 99

18

+ 0,40- 0,50

2,540 1,990 79

20 3,140 2,470 63

22

+ 0,5

- 0,8

3,800 2,984 52

25 4,910 3,850 40

28 + 0,40- 0,75

6,160 4,840 3232 8,040 6,310 24

*Upon agreement with the customer, minimal number of bars in the bundle can be ensured(bundle up to 2 t, bar length 12.0 m -0/+100 mm).


Steel gradeNominal diameter,

mm

Yield strength, Re,

N/mm2Tensile strength,

Rm, N/mm2

Elongation,A


degrees

minimum

ÎÂ 37 6-12 255 360 25

180

14-32 235

ÐÑ 52

14 355

510 2016-28 345

32 335Note: reinforcing steel bars ÐÑ 52 of 8, 10 and 12 mm can be manufactured in coils.

SI 4466-3-1993 (Israel)


Nominal diameter, mm

Nominal weight (mass) per unit

of length, kg/m Tolerances, %

*Minimal number of bars in a

bundle, pcs

8 0,395 + 4,5- 2,5

400

10 0,617 256

12 0,888

+ 3,5- 2,5

179

14 1,21 131

16 1,58 101

18 2,00 79

20 2,47 64

22 2,98 53

25 3,85 41

28 4,83 3332 6,31 25

*Upon agreement with the customer, minimal number of bars in the bundle can be ensured (bundle up to 2 t, bar length 12.0 mm-0/+100 mm).

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GradeYield strength, f

yk,

MPa

Tensile strength,f

tk, MPa

Elongation,ε

sk, %

Ratio,f

tk/ f

yk

Radius for rebendtest,

degreesminimum

S 400 400-520 500 12 1,25 90/20

NT 26.05 (1983) (Tunisia)


Nominal dimensionsNominal weight (mass) per unit

of length, kg/m*Minimal number of bars in a

bundle, pcsDiameter,mm

Cross-sectional area,mm2

8 50,3 0,395 389

10 78,5 0,617 256

12 113 0,888 178

14 154 1,208 130

16 201 1,578 100

20 314 2,466 64

25 491 3,854 41

32 804 6,313 25*Upon agreement with the customer, minimal number of bars in the bundle can be ensured(bundle up to 2 t, bar length 12.0 m -0/+100 mm

Mechanical properties (grade 40)

Nominal diameter,mm

Yield strength, Re, N/mm2

Tensile strength,R

m, N/mm2

Elongation,A


degrees

minimum

≤ 20410 490 14 180

> 20 390

CAN/CSA-G30.18-M92 (Canada)


Bar designation

Nominal dimensions Weight (mass)per unit of

length, kg/m

Tolerances,%

*Minimal number ofbars in a bundle, pcsDiameter, mm


10 11,3 100 0,785

- 6

201

15 16,0 200 1,570 100

20 19,5 300 2,355 67

25 25,2 500 3,925 40

30 29,9 700 5,495 28*Upon agreement with the customer, minimal number of bars in the bundle can be ensured(bundle up to 2 t, bar length of 12.0 . -0/+100 mm).

Mechanical properties (grade 400W)

Bar designationYield strength,

MPa

Tensile strength,MPa

Ratio of tensilestrength to yield

strengthElongation, % Radius for bend test,

degrees

minimum

10, 15,20, 25 400-525 540 1,15

13180

30 12

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ISO 6935 2:2007


Nominal dimensionsof the bar

Mass (weight) of 1 running meter of the bar (lineardensity), kg/m Tolerances,

(close), %*Minimal number ofbars in a bundle, pcsDiameter,

dí, mmCross-sectional

area, in mm2Nominal Minimum Maximum

8 50,3 0,395 0,365 0,425 ±7,5 420

10 78,5 0,617 0,583 0,651±5,5

270

12 113 0,888 0,839 0,937 190

14 154 1,21 1,156 1,264

±4,5

14

16 201 1,58 1,509 1,651 16

20 314 2,47 2,359 2,581 20

25 491 3,85 3,715 3,985

±3,5

25

28 616 4,84 4,671 5,009 28

32 804 6,31 6,089 6,531 32*Minimal number of bars in the bundle can be ensured (bundle of up to 2 t, cut length of the bar is 12.0 m -0/+100 mm).


Class (grade, category)

Yield strength,(R

å), MPa,

Ration of ultimatestrength to yield strength,

Rm/R

å

Elongation after fracture,(À

S), %

Elongation at maximumforce (A

gt), %

In limits or minimum

1 2 3 4 5

B500BWR 500 1,08 14 5,0

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Wire rod

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Commercial-quality carbon steel wire rod DSTU 2770-94 (GOST 30136-95)

Carbon steel wire rod for wire drawing ASTM À 510Ì

Carbon steel wire rod of round section SOU MPP 77.140-236:2008

Steel wire rod of rope grade DSTU 3683-98

Low-alloy and alloy steel wire rod for welding wire drawingTU 14-15-345-94, TU 14-15-346-94, TU U 27.1-4-548-2003, TU U 27.1-24432974-020:2010

Technical parameters of the wire rod

Diameter of wire rod,mm

Mass, kg Height, mmOuter diameter,

mmInner diameter,

mm

5,5-14,0 1100 - 2100 max 1750 max 1250min 750

5,5-8,0 up to 600 max 400 max 1450

Packaging:

Coils of mass up to 600 kg are bound with wire rod of 5.5, 6.5, 8.0 mm in two points. Additional binding with strip is possible in two points.Coils with mass up to 1100-2100 kg have 4 radial bindings and 1 transversal binding of wire rod of 5.5-7.0 mm.

Marking:Each coil is marked with two labels indicating the following:

• name and (or) trade mark of the manufacturer;• steel grade;• heat and lot numbers;• dimension (diameter);• mass, kg (for coils with mass to 1100-2100 kg);• country of destination.

COMMERCIAL-QUALITY CARBON STEEL WIRE RODDSTU 2770-94 (GOST 30136-95)

Limit deviation: - for diameter +0.3/- 0.5 mm; - for out-of-roundness max. 50% of the limit deviations sum.

Reference chemical composition

Steel grade

Mass content of elements, %

C Mn SiS P Cr Ni Cu

max

St1kp 0,06-0,12 0,25-0,50 max 0,05

0,05 0,04 0,03 0,03 0,03

*St1ps 0,06-0,12 0,25-0,50 0,05-0,15

St2kp 0,09-0,15 0,25-0,50 max 0,05

*St2ps 0,09-0,15 0,25-0,50 0,05-0,15

St3kp 0,14-0,22 0,30-0,60 max 0,05

*St3ps 0,14-0,22 0,40-0,65 0,05-0,15The manufacturer guarantees drawing to 2.6 mm from wire rod ØØ 5.5-6.5 mm.* Products can be manufactured of continuous cast billets.


Steel grade

Tensile strength, N/mm2, maxReduction of area,

%, min

Diameter, mm / weight of coil, kg Diameter, mm / weight of coil, kg

5,5-8,0 / max 600 5,5-14,0/1100-2100 5,5-8,0 / max 600 5,5-14,0/1100-2100

St1kp 420 470 68 66

St1ps 420 470 68 66

St2kp 420 470 60 60St2ps 420 470 60 60

St3kp 490 540 60 60

St3ps 490 540 60 60

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CARBON STEEL WIRE ROD FOR WIRE DRAWINGASTM À 510Ì

CARBON STEEL WIRE ROD OF ROUND SECTIONSOU ÌPP 77.140-236:2008

Limit deviation:- for diameter ± 0.4 mm;

- for out-of-roundness max. 0.60 mm.


Steel gradeMass content of elements, %

C Mn Si S max P max Cr max Ni max Cu max

*SAE1006 max 0,08 0,25-0,45 *

0,05 0,04 0,15 0,15 0,3

*SAE1008 max 0,10 0,30-0,50 *

*SAE1010 0,08-0,13 0,30-0,60 *

*SAE1012 0,10-0,15 0,30-0,60 *

SAE1013 0,11-0,16 0,50-0,80 *

SAE1015 0,13-0,18 0,30-0,60 *

SAE1016 0,13-0,18 0,60-0,90 *

SAE1017 0,15-0,20 0,30-0,60 **SAE1018 0,15-0,20 0,60-0,90 *

SAE1019 0,15-0,20 0,70-0,1 *

SAE1020 0,18-0,23 0,30-0,60 *

SAE1021 0,18-0,23 0,60-0,90 *

SAE1022 0,18-0,23 0,70-1,0 * - - -

SAE1023 0,20-0,25 0,30-0,60 * - - -Si content is defined upon agreement with the customer.The manufacturer guarantees drawing to 2.6 mm from wire rodØØ 5.5-6.5 mm made of SAE1006 and SAE1008.* Products can be manufactured of continuous cast billets.

Mechanical properties (with Si content of 0,05% max)

Steel grade

Tensile strength, N/mm2, max Reduction of area, %, min

Diameter, mm / weight of coil, kg Diameter, mm / weight of coil, kg

5,5-8,0 / max 600 5,5-14,0/1100-2100 5,5-8,0 / max 600 5,5-14,0/1100-2100

SAE1006 400 420 23 22

SAE1008 410 430 22 22

SAE1010 430 450 21 21

SAE1012 440 460 20 20

SAE1013 - 470 - 19

SAE1015 - 490 - 18

SAE1016 - 500 - 17SAE1017 - 510 - 17

SAE1018 - 520 - 17

SAE1020 - 530 - 16

SAE1022 - 540 - 16

SAE1023 - 550 - 16Upon agreement with the customer wire rod can be manufactured with other chemical composition and mechanical properties.

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STEEL WIRE ROD FOR ROPESDSTU 3683-98 and similar products as per ASTM À 510Ì

Limit deviation: - for diameter +0.3/- 0.5 mm; - for out-of-roundness max. 50% of the limit deviations sum.

Reference chemical compositionDSTU3683-98

Steelgrade


Ñ Mn SiS P S+P Cr Ni Cu N As

max

50 0,47-0,55 0,40-0,70 0,25-0,45 0,03 0,03 0,055 0,1 0,1 0,15 0,008 0,08

55 0,52-0,60 0,40-0,70 0,25-0,45 0,03 0,03 0,055 0,1 0,1 0,15 0,008 0,08

60 0,57-0,65 0,40-0,70 0,25-0,45 0,03 0,03 0,055 0,1 0,1 0,15 0,008 0,08

65 0,62-0,70 0,40-0,70 0,25-0,45 0,03 0,03 0,055 0,1 0,1 0,15 0,008 0,08

*70 0,67-0,75 0,40-0,70 0,25-0,45 0,03 0,03 0,055 0,1 0,1 0,15 0,008 0,08*Products can be manufactured of continuous cast billets (with Si content of 0.17-0.25).

ASTM À 510Ì

Steel grade


Ñ Mn Si S P

SAE1055 0,50-0,60 0,60-0,90 * 0,05 0,04

SAE1060 0,55-0,65 0,60-0,90 * 0,05 0,04

SAE1065 0,60-0,70 0,60-0,90 * 0,05 0,04

*SAE1070 0,65-0,75 0,60-0,90 * 0,05 0,04Si content is defined upon agreement with the customer within the range:max 0,05 %max 0,10 %0.10 – 0.20 %0.15 – 0.35 %Values of the mechanical properties are to be agreed with the customer.* Products can be manufactured of continuous cast billets (with Si content of 0.17-0.25).

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LOW-ALLOY AND ALLOY STEEL WIRE ROD FOR MANUAFCTRUING OF THE WELDING WIREÒU 14-15-345-94, ÒU 14-15-346-94, TU U 27.1-4-548-2003,TU U 27.1-24432974-020:2010

Limit deviation: - for diameter +0.3/- 0.5 mm; - for out-of-roundness max. 50% of the limit deviations sum.Reference chemical composition

Steel gradeMass content of elements, %

Ñ MnSi S P Cr Ni Cu Al

Zrmax

Sv08 max 0,1 0,35-0,60 0,03 0,04 0,04 0,15 0,3 0,25 0,01 -

Sv08À max 0,1 0,35-0,60 0,03 0,03 0,03 0,12 0,25 0,25 0,01 -

Sv08G1NÌÀ 0,09 1,0-1,50 0,20-0,45 0,015 0,02 0,3 0,5-0,7 0,25 0,05 -

*Sv08G2S 0,05-0,11 1,80-2,10 0,70-0,95 0,025 0,03 0,2 0,25 0,250,05

-

Sv08G2SC 0,05-0,12 1,60-2,10 0,70-1,0 0,025 0,03 0,2 0,250,25

- 0,1

Sv08GÀ max 0,1 0,80-1,10 0,06 0,025 0,03 0,1 0,25 0,25 - -

Sv-07HÌ0,05–0,09

0,30–0,55 0,12–0,400,030 0,025

0,75–1,15

0,30 0,25 - -

Sv-07G 0,70-1,00 0,06 0,10 0,25 0,25 - -

Sv-09HÌ 0,07-0,11 0,35-0,65 0,12-0,35 0,030 0,025 0,200,90–1,25

0,25 - -

* Products can be manufactured of continuous cast billets.


Steel grade Tensile strength, N/mm2, minimum Reduction of area, % minimum

Sv08 420 60

Sv08À 420 60

Sv08G1ÍÌÀ 850 48

Sv08G2S 690 48

Sv08G2SC 850 48

Sv08GÀ

735 48Sv-07HÌ

Sv-07G

Sv-09HÌ

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Rolled steel barsand sections

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HOT-ROLLED FLAT STEEL BARSDSTU 4747:2007/GOST 103-2006

Limit deviation:- by the flat bar width: 20 to 60 mm +0.5/-1.0 mm; 63 mm +0.5/-1.3 mm; 70-75 mm +0.5/-1.4 mm;

- by the flat bar thickness: 4 to 6 mm +0.3/-0.5 mm at width of 11 to 60 mm; 6 to 16 mm +0.2/-0.5 mm at width of 63, 65 mm.

Product mix and standard dimensions

Width, mmThickness (height), mm

4 5 6 7 8 10 12

20 + +

22 +

25 + + +

30 + + + + + +

32 + +

35 + +

40 + + + + +45 + + +

50 + + + + +

60 + + + + + +

63 +

65 +

70 + + + +

75 +* Upon agreement with the customer other thickness of the flat bar is possible.

Mechanical properties (DSTU 4484:2005/GOST 535-2005)

Steel gradeUltimate tensile

strength, N/mm2,minimum

Yield strength, N/mm2, minimum

Percentage elongation,%, minimum

Cold bend test at180°

Impact strength

St3ps 370 245 26 + +Packaging: in bundles up to 5 t , length of 6 to 12mì (0/+100 mm).

HOT-ROLLED SQUARE STEEL BARSDSTU 4746:2007/GOST 2591-2006


Dimension, mm Limit deviation, mm Bar straightness tolerance, %, max

10õ10

+0,3-0,5

0,5 % of the length

12õ12

14õ14

16õ16

20õ20 +04-0,522õ22

Mechanical properties (DSTU 4484:2005/GOST 535-2005



Yield strength,N/mm2, minimum

Percentageelongation, %,

minimum


Impact strength

St3ps 370 245 26 + +

Packaging: in bundles up to 5 t, length of up to 12 m (0/+100 mm)

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HOT-ROLLED STEEL BARS (ANGLE STEEL WITH EQUAL LEGS)DSTU 2251-93 (GOST 8509-93)


Dimension,mm

Leg thickness, mm Limit deviation, mm Out-of-straightness

of angle steelbar,

% per m2,5 3 4 5 6 By leg width

By legthickness

20õ20 +

+1-1

+0,3-0,4

0.4% of thelength

25õ25 +

30õ30 +

32õ32 + +

35õ35 + +

40õ40 + +

45õ45 +

50õ50 +




Yield strength,N/mm2, minimum


minimum


Impact strength

St3ps 370 245 26 + +

St5ps 490 285 20 + +

Packaging:- fish-bone packing - in bundles up to 5 t , 6 to 12 m (+100 mm).

Angle ‘‘fishbone’’ packing machine

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HOT-ROLLED ROUND STEEL BARSDSTU 4738:2007/GOST 2590-2006


Diameter, mm Limit deviation, mm Bar straightness tolerance, %, max

5,5-19+0,3

-0,5

0.5% of the length

20-25+0,4-0,5

26-29+0,3-0,7

30-32+0,4-0,7



strength, N/mm2,

minimum

Yield strength, N/

mm2

, minimum


minimum

Cold bend test at

180°

Impact strength

St3kp 360 235 27 + +

St3ps 370 245 26 + +

St5ps 490 285 20 + +Packaging:- ØØ 10-32 mm – in bundles up to 5 t, 6 to 12 m long (-100/+100 mm);- ØØ 5.5-14 mm – in coils of 1100-2100 kg.- ØØ 14-32 mm - in coils of 1100-2100 kg.

STRUCTURAL NOT-ALLOYED AND ALLOYED ROLLED STEEL FOR COLD HEADING AND COLD EXTRUSIONDSTU 3684-98



5,5-19+0,3-0,5

0,5% of the length

20-25+0,4-0,5

26-29+0,3

-0,7

30-32+0,4-0,7

Reference chemical compositionDSTU 3684-98

Steel grade

Mass content of elements and limit deviations in the chemical composition, %

Ñ Mn SiCr S P

maximum

08kp 0,05-0,12 0,25-0,50 max 0,03 0,1

0,035 0,035

10kp 0,07-0,14 0,25-0,50 max 0,03 0,25

15kp 0,12-0,19 0,25-0,50 max 0,07 0,25

20kp 0,17-0,24 0,25-0,50 max 0,07 0,25

20Õ 0,17-0,23 0,35-0,60 0,17-0,30 0,7-1,0

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Steel grade


Ñ Mn SiCr S P

maximum

30Õ 0,24-0,32 0,35-0,60 0,17-0,30 0,8-1,1*

0,035 0,03535Õ 0,31-0,39 0,50-0,80 0,17-0,30 0,8-1,1*

40Õ 0,36-0,44 0,50-0,80 0,17-0,30 0,8-1,1*

As rolled+0,01

-0,01

+0,02

-0,02

up to 0,1 ± 0,01

from 0,1 to1.0

± 0,01

+0,02

-0,020,005 +0,005

*Note: with chromium content above 1% deviation of +0.05% is permissible.Packaging:- ØØ 5.5-14 mm – in coils of 1100-2100 kg.- ØØ 14-32 mm - in coils of 1100-2100 kg.

STRUCTURAL CARBON STEEL ROLLED BARS, CALIBRATED WITH SPECIAL SURFACE FINISHGOST 1050-88



%, max+0,3-0,5

0.5% of the length

20-25+0,4-0,5

26-29+0,3-0,7

30-32+0,4-0,7

Reference chemical compositionGOST 1050-88

Steel grade


Ñ Mn SiCr S P

maximum

1 2 3 4 5 6 7

10 0,07-0,14 0,35-0,65

0,17-0,37

0,15

0,040 0,035

15 0,12-0,19 0,35-0,65

0,25

20 0,17-0,24 0,35-0,65

25 0,22-0,30 0,50-0,80

30 0,27-0,35 0,50-0,80

35 0,32-0,40 0,50-0,80

40 0,37-0,45 0,50-0,80

45 0,42-0,50 0,50-0,80

50 0,47-0,55 0,50-0,80

55 0,52-0,60 0,50-0,80

As rolled+0,01

-0,01

+0,03

-0,03

+0,02

-0,02+0,005

Packaging:- ØØ 5.5-14 mm – in coils of 1100-2100 kg.- ØØ 14-32 mm - in coils of 1100-2100 kg.

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CARBON AND ALLOY SPRING ROLLED STEELGOST 14959-79


Diameter, mm Limit deviation, mm

5,5-19,0+0,3

-0,5

20,0-23,0+0,4-0,5


Steel grade

Mass content of chemical elements, %

Ñ Mn SiCr S P Ni Cu N2

Maximum

60S2G 0,55-0,65 0,7-1,0 1,8-2,2 0,30 0,035 0,035 0,25 0,20 0,008

55S2 0,52-0,60 0,6-0,9 1,5-2,0 0,30 0,035 0,035 0,25 0,20 0,008

60S2À 0,58-0,63 0,6-0,9 1,6-2,0 0,30 0,025 0,025 0,25 0,20 0,008

Deviation ± 0,01 ± 0,02 ± 0,05 ± 0,02 - + 0,005 - - -*Deviations are applied to steel of grade 60S2À


Steel gradeUltimate tensile strength,

N/mm2, minimumYield strength, N/mm2,

minimumPercentage elongation, %,

minimumReduction of area, %

minimum

60S2G 1470 1325 6 2555S2 1270 1175 6 30

60S2À 1570 1375 6 20

Packaging: coils of 1100-2100 kg.

HOT ROLLED STEEL OF STEEL GRADE 43 IN COILSTU U 27.1-4-586-2004


Diameter, mm Limit deviation, mm

14-19,0

+0,3

-0,5

20,0-23,0+0,4-0,5


Steel grade

Mass content of chemical elements, %

Ñ Mn SiCr S P Ni Cu

Maximum

*430,40-0,45

0,5-0,8 0,17-0,37 0,25 0,035 0,035 0,25 0,030

*Production from continuous cast billets mashine is possible

Packaging: coils of 1100-2100 kg.

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Billets

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HOT-ROLLED SQUARE STEEL BILLETSTU U 27.1-00190319-1307-2003

Product mix: 125õ125, 130õ130, 150õ150Nominal dimensions and estimated mass of one running meter

Dimension, mmLimit deviation

along square side,mm

Differencebetween thelength of the

diagonals, mm

Mass of onerunning meter, kg

Cutting anglemax, mm

Billet straightnesstolerance, max, %

of length

Billet twist, max,degrees

150õ150 ± 5,0 7,0 173,65

8,0 1,5 18,0130õ130 ± 5,0 7,0 129,69

125õ125 ± 4,0 5,6 120,47


Steel grade


Ñ Mn SiS P Cr Ni Cu

max

St3ps 0,14-0,22 0,40-0,65 0,05-0,15 0,05 0,04 0,3 0,3 0,3

St5ps 0,28-0,37 0,50-0,80 0,05-0,15 0,05 0,04 0,3 0,3 0,3

St3Gps 0,14-0,22 0,80-1,10 0,05-0,15 0,05 0,04 0,3 0,3 0,3St5Gps 0,22-0,30 0,80-1,20 0,05-0,15 0,05 0,04 0,3 0,3 0,3

SAE1006 max 0,08 0,25-0,40 * 0,05 0,04 0,15 0,15 0,3

SAE1008 max 0,10 0,30-0,50 * 0,05 0,04 0,15 0,15 0,3* Si content is defined in range:max 0,05%max 0,10%0,10-0,20%0,15-0,35%Upon the agreement with the customer the chemical composition can be adjusted as well as the billets can be manufactured of other steelgrades.

Packaging: in bulk, up to 12 000 mm long (+0/200).

Upon the agreement with the customer the packaging in bundle is possible.

Marking: by stamping the billet face.

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CAST BILLETS(as per contractual requirements)

Product mix: 150õ150Nominal dimensions and estimated mass of one running meter

Dimension, mmLimit deviation

along the squareside, mm

Differencebetween thelength of the

diagonals, mm

Mass of onerunning meter, kg

Corner radius,max, mm

Billet straightnesstolerance,max, mm

Billet twist,max, degrees

150õ150 ± 5,0 7,0 177,44 8,0 70 18,0


Steel grade


Ñ Mn Si S P Cr Ni Cu

max

St3ps 0,14-0,22 0,40-0,65 10 max 0,05 0,04 0,3 0,3 0,3

SAE1006 max 0,08 0,25-0,40 10 max 0,05 0,04 0,15 0,15 0,3

SAE1008 max 0,10 0,30-0,50 10 max 0,05 0,04 0,15 0,15 0,3

SAE1010 0,08-0,13 0,30-0,60 10 max 0,05 0,04 0,15 0,15 0,3

SAE1018 0,15-0,20 0,60-0,90 10 max 0,05 0,04 0,15 0,15 0,3Upon the agreement with the customer the chemical composition can be adjusted as well as the billets can be manufactured of other steelgrades.

Packaging: in bulk, up to 11700 mm long (±100).Upon the agreement with the customer the packaging in bundle is possible.

Marking: by stamping the billet face.

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All products of PJSC ArcelorMittal Kryvyi Rih are certified, safe and environmentallyfriendly as they are manufactured in strict compliance with requirements in thestandards and construction regulations of Ukraine and other countries. They comply

with all health standards and radiation safety criteria established in Ukraine.

Radiation is controlled at each steel heat (cast) daily. The results thereof are recorded inthe test certificates.

Quality

Certificate of Approval

C rt . f: l l C

The use ofthe AccreditationMarkindicates accreditationin respect

ofthose activitiescovered by the accreditationcertificate number002.

Executive Director

Signed on behalfofthe Board of Management

31-December-2013Expiry Date:Issue Date:

1137The Certificate Numberis:

UK Certification Authority for Reinforcing Steels

01-January-2013

UK CertificationAuthority forReinforcing Steels

Pembroke House, 21Pembroke Road, Sevenoaks, Kent, TN13 1XR, UK. www.ukcares.com

ArcelorMittal Kryviy Rih PJSC

at itsestablishment at

This is to certify that

Quality Management System Certification

hassatisfied the Authority that it operatesa Quality Management System that complies with the requirementsof

BSEN ISO 9001 2008

Kryviy Rih, Ukraine

Productionofingotcastand rolledsteel billets

Productionofhotrolledsteel barfor the reinforcementofconcrete

using the processesand proceduresregistered with the Authority.

ThisCertificate isthe property ofthe Authority and isissued subject to the Regulationsofthe Authority.

Testing Center of the Company

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Europe

Region Countries Contacts

Ukraine

Kryvy Rih

Ekaterina IvanchenkoT+3 8 056 499 31 05M+38 067 257 98 80

[email protected] str. 1, Kryvyi Rih, Ukraine 50095

Central region

Yevhen ChumachenkoT/F +38 044 321 0 321 EXT 82033

M+38 067 638 10 [email protected]

Vitaliy KondratovÒ +38 044 321 0 321 EXT 82039

M+38 067 504 50 [email protected]

Irina VlasenkoT/F +38 044 321 03 21 EXT 82052

M +38 067 522 71 54F +3 80 56 409 04 76

[email protected], Velyka Zhytomyrska str., Business-center «Panorama», 8th floor, Kiev, Ukraine

East region

Vyacheslav SharshavyyM+38 067 628 45 93

[email protected], Ukraine

West region

Anton Redko M +38 067 621 43 12

[email protected], Ukraine

CIS

Azerbaijan

Ali AlibeyliT +99 412 464 4144

T/F +99 412 464 4143M +99 450 380 6528

Int.M +37 25 726 80 [email protected]

AGA Center 13th floor Office # 13/5, Khojali Avn. 55 Baku, Azerbaijan

Armenia, Belarus, Georgia, Moldova,

Kazakhstan, Tajikistan, Turkmenistan, Uzbekistan

Oleg KozakM+38 067 627 10 85

T +38 044 321 0 321 EXT 82054F +38 044 321 32 53

[email protected], Velyka Zhytomyrska str., Business-center «Panorama», 8th floor, Kiev, Ukraine

Russia

Moscow region

Dmitry StarikovT +7 495 775 90 19M+7 916 233 26 50

[email protected]

Pavel IlinT +7 495 775 90 48F +7 495 721 15 55M +7 916 233 27 62

[email protected] Drozdov

T +7 916 233 24 98M +7 495 961 32 20

[email protected] Ordynka str. 44, building 4 , office 1, Moscow, Russia

South region

Alexander HudomyasovT +7 917 331 02 08

[email protected], Russia

Europe Europe

Christian LindblomT +358 20 743 0940/43

M +358 40 8445 838F +358 20 743 0941

[email protected]ämönaukio 1-3, World Trade Center, 20100 Turku, Finland

Contacts

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Asia

Near East

Egypt

Omar EliasT + 20 2240 2 2467

M + 20 1000 090 212F +20 2240 2 2457

[email protected] floor, Apt . 92 - Building #14 Hadaek El Oubour, Salah Salem St. Heliopolis 11671,

Cairo, Egypt

Jordan, Lebanon, Syria,Iraq

Khalil Zameli

T +961 1 99 19 46M +961 76 68 24 68F +961-1-99 19 47

[email protected] Al Solh, Stephan Building, 3rd Floor, Office 3D, Beirut, Lebanon

Turkey

Isil YigitogluT +90 212 317 49 00T+90 212 317 49 46F+90 212 283 76 67

M +90 533 950 73 [email protected]

Nispetiye Caddesi, Özden İş Merkezi, No: 22 Kat: 4 Levent, Istanbul

Israel

Ran Chasdai

T+972 3 687 69 89M+972 54 75 00 959F +972 36 87 70 28

[email protected] Rival Str, Tel Aviv, Israel

Middle East

Bahrain, Kuwait, Oman,Qatar, Saudi Arabia, Yemen, United Arab

Emirates and Afghanistan

Christophe MonnotT +971 (4) 8035916

M +971 (50) [email protected]

Plot S40703, South Zone 4, JAFZA, 262098 Dubai, United Arab Emirates

IndiaIndia, Bhutan, Maldives,

Nepal, Bangladesh,

Sri Lanka, Pakistan

Vivek SinhaT +91 22 4248 9506M +91 91676 10498

[email protected]/403 & B/402, Delphi, Hiranandani Business Park, Powai, Mumbai – 400 076, India.

China China

Jiang-Wu NingT +8621 58368200 M +86 15021110871

F +8621 [email protected]

13/F Times Square,500 Zhangyang Rd, 200122 Shanghai, China

South EastAsia

Brunei, Laos, Cambodia,East Timor,

Indonesia, Malaysia,Philippines, Singapore, South Korea, Thailand,

Vietnam

Alain FremyT +65 64 12 74 62

[email protected] Anson Road, #08-00, Anson House, 079911, Singapore

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Africa

West andcentralregions

Nigeria, Guinea, Liberia, Sierra Leone

Emeka MacDonald Alozie,T +234 1 277 0802

M +234 808 621 0480F +234 1 277 0803

[email protected] Adebayo Doherty Street Off Admiralty Way, Lekki Ph1. Lagos, Nigeria

Angola, Benin,Botswana, Burkina Faso,

Burundi, Cameroon, Central African Republic,Chad, Côte D’Ivoire, PR

Congo, Equatorial Guinea,Gabon, Gambia, Ghana, Guinea-Bissau, Malawi, Mali, Mauritania, Niger,Republic Congo, Ruanda,Senegal, Togo, Uganda,

Zambia

Venatio WilsonT +221 33 859 76 30M +221 77 569 63 54

[email protected] Cheikh Anta Diop - Immeuble SAPHIR

B.P. 25 377 Dakar-Fann, Senegal

North region Morocco, Algeria, Libya, Tunisia

Driss ChraibiT +212 522 74 96 24M +212 661 43 96 45

F +212 529 04 49 [email protected]

Casanearsbore Park Shore 14 - R.D.C.- Plateau ¹2 1100, Bd AI Qods - Sidi MaaroufCasablanca-Maroc

South regionLesotho, Madagascar,

Mozambique, Namibia,SAR, Swaziland, Zimbabwe

Renier van der MerweT +27 11 722 86 24

[email protected] Place, 1 Sandton Dr, Sandhurst, Sandton 2196, South Africa

East regionDjibouti, Eritrea,

Ethiopia, Kenya, Somalia,the South Sudan, Tanzania

Christophe MonnotT +971 48 03 59 16

M +971 50 77 02 [email protected]

Plot S40703, South Zone 4, JAFZA 262098 Dubai, United Arab Emirates

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PJSC ‘ArcelorMittal Kryvyi Rih’

50095 Ukraine, Dneporopetrovsk region, Kryvyi Rih, Ordzhonikidze str., 1Phone: +38(056) 499-33-33 | Fax: +38(056) 499-85-50;

Documents

Product catalogue for steel re-bars