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)
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 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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Mechanical properties
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)
Product mix, standard dimensions and weight
Nominal dimensionsNominal weight (mass)
per unit of length,kg/m
Tolerance,%
*Minimal number of barsin a bundle, pcs.Diameter,
mmCross-sectional area
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).
Mechanical properties
Strength grade
Yield strength, σò,
N/mm2Tensile strength, σ
â,
N/mm2Elongation, δ
5,
% Radius for bend test,degrees
minimum
Àt800 800 1000 8 45
Àt1000 1000 1250 7 45
STO ASCHM 7-93 (Russia)
Product mix, standard dimensions and weight (cut lengths)
Nominal dimensions Nominal weight (mass)per unit of length,
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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Mechanical properties
Strength grade
Yield strength, σò,
N/mm2Tensile strength, σ
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)
Product mix, standard dimensions and weight (cut lengths)
Nominal dimensions Nominal weight (mass)per unit of length,
kg/m
Tolerance,%
*Minimal number of barsin a bundle, pcs.Diameter, mm
Cross-sectional areain mm2
8 50,3 0,395 ± 8 387
10 78,5 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
32 804,2 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
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)
Product mix, standard dimensions and weight (cut lengths)
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
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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Mechanical properties
Strength grade
Yield strength, Re,MPa
Ratio,R
m / R
e
Elongation, δ5,
% Radius for bend test,degrees
minimum
S500 500 1,08 14 90
TU U 27.1-23365425-652:2010Rolled steel for manufacturing the anchoring in the mine working
Product mix, standard dimensions and weight
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).
Mechanical properties
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).
Mechanical properties
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
Mechanical properties
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)
Product mix, standard dimensions and weight (cut lengths)
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
32 804,2 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
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)
Product mix, standard dimensions and weight (cut lengths)
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).
Mechanical properties
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)
Product mix, standard dimensions and weight
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).
Mechanical properties
Steel gradeNominal diameter,
mm
Yield strength, Re,
N/mm2Tensile strength,
Rm, N/mm2
Elongation,A
5, % Radius for bend test,
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)
Product mix, standard dimensions and weight (cut lengths)
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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Mechanical properties
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)
Product mix, standard dimensions and weight (cut lengths)
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
5, % Radius for bend test,
degrees
minimum
≤ 20410 490 14 180
> 20 390
CAN/CSA-G30.18-M92 (Canada)
Product mix, standard dimensions and weight (cut lengths)
Bar designation
Nominal dimensions Weight (mass)per unit of
length, kg/m
Tolerances,%
*Minimal number ofbars in a bundle, pcsDiameter, mm
Cross-sectional areain mm2
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
Product mix, standard dimensions and weight (cut lengths)
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).
Mechanical properties
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.
Mechanical properties
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.
Reference chemical composition
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
Mass content of elements, %
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
Mass content of elements, %
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.
Mechanical properties
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
Product mix and standard dimensions
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
Steel gradeUltimate tensile
strength, N/mm2,minimum
Yield strength,N/mm2, minimum
Percentageelongation, %,
minimum
Cold bend test at180°
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)
Product mix and standard dimensions
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 +
Mechanical properties (DSTU 4484:2005/GOST 535-2005)
Steel gradeUltimate tensile
strength, N/mm2,minimum
Yield strength,N/mm2, minimum
Percentageelongation, %,
minimum
Cold bend test at180°
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
Product mix and standard dimensions
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
Mechanical properties (DSTU 4484:2005/GOST 535-2005)
Steel gradeUltimate tensile
strength, N/mm2,
minimum
Yield strength, N/
mm2
, minimum
Percentageelongation, %,
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
Product mix and standard dimensions
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
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
Mass content of elements and limit deviations in the chemical composition, %
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
Product mix and standard dimensions
Diameter, mm Limit deviation, mm Bar straightness tolerance, %, max
%, 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
Mass content of elements and limit deviations in the chemical composition, %
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
Product mix and standard dimensions
Diameter, mm Limit deviation, mm
5,5-19,0+0,3
-0,5
20,0-23,0+0,4-0,5
Reference chemical composition
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
Mechanical properties
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
Product mix and standard dimensions
Diameter, mm Limit deviation, mm
14-19,0
+0,3
-0,5
20,0-23,0+0,4-0,5
Reference chemical composition
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
Reference chemical composition
Steel grade
Mass content of elements, %
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
Reference chemical composition
Steel grade
Mass content of elements, %
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
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;