product catalogue - tc-evraz.com product catalogue table of contents company overview 3 railway...

PRODUCTCATALOGUEEurope and Asia

4, Belovezhskaya streetMoscow, Russia, 121353Tel. +7 (495) 363 19 63

[email protected]

www.evraz.com

Product catalogue

Table of conTenTs

company overview 3Railway steel 9 Rails 10 Rails for underground railways 14 Tram rails 15 Crane rails 16 Stainless steel rails 17 Rail fastenings 18 Railcar building shapes 20 Railway wheels, black wheels, wheel centers 22 Tires/Rings 26 Axle blanks 27

structural steel 29 Hot rolled rebar steel for reinforced concrete structures 30 Thermomechanically hardened rebars for reinforced concrete structures 31 Round bars 32 I-beams 33 Channels 46 Hot rolled angles 50 Hexagonal bar 55 Sheet piles 56 Flat products 58

Industrial steel 61 Pit props 62 Monorail 63 Grinding balls 64 Side bars for mining trough 230 66 Grinding mill lining sections 66 Round bars 68 Rings 68 Automobile wheel rim sections 70 Grouser bar 71 Hot die-rolled flat plowshare bars 72 Electrolysis flat bar 73

Wire steel 75

semi-products 81 Seamless pipe blanks 82 Square bars and blooms 83 Conticast material 84 Mandrel bar 85 Pig iron 86

annex. complete certificate list 89

exhibit. Production companies 103

comPany oveRvIeW

4

making the world stronger

www.evraz.com 5

Company overview

evRaZ

EVRAZ is one of the world’s largest vertically integrated steelmaking and mining businesses and owns companies in Russia, Ukraine, the USA, Canada, the Czech Republic, Italy and South Africa.

EVRAZ is listed among the world’s 20 largest steel manufacturers in terms of the output.

EVRAZ trades raw materials and rolled steel products in both Russian and international markets.

EVRAZ exports the semis, structural long and flat products, railway steel and industrial steel to the European and Asian markets.

ceRTIfIcaTesThe high quality of EVRAZ`s products is supported by a number of certificates.

EVRAZ NTMK

EVRAZ ZSMK

ЕVRAZ DMZ Petrovskogo

EVRAZ Vitkovice Steel

The list of all certificates is shown in the Exhibit hereafter.7

RaIlWay sTeel

10


Railway rails

Rail type Specification Weight Weight of 1 m

kg

Cross section mm

Manufacturer

Rail depth

H

Web depth

h

Head width

b

Base width

B

Web thickness

e

Flange depth

m

R43 ТS 14788411-57-2006 44.75 140 71 70 114 14.5 11.0 EVRAZ ZSMK, EVRAZ DMZ Petrovskogo

R50 GOST R 51685-2000 51.80 152 83 72 132 16 10.5 EVRAZ ZSMK, EVRAZ NTMK

R65 GOST R 51685-2000 64.88 180 105 75 150 18 11.2 EVRAZ ZSMK, EVRAZ NTMK

R65К GOST R 51685-2000 64.88 181 105 75 150 18 11.2 EVRAZ ZSMK, EVRAZ NTMK

54E1 (UIC 54) EN 13674-1: 2011 54.77 159 79.4 70 140 16 11.0 EVRAZ ZSMK

60 E1 EN 13674-1: 2011 60.21 172 89.5 72* 150 16.5 11.5 EVRAZ NTMK

UIC 60 UIC 861-3 60.34 172 89.5 74.3 150 16.5 11.5 EVRAZ NTMK

UR 65 TU 32 ZP-804-94 84.49 180 102 97.5 150 30 12.7 EVRAZ ZSMK

OR 43 TU 14-2Р-326-97 54.98 104 16 70 120 42 12.0 EVRAZ ZSMK

UR 65 TU 32 ZP-804-94 84.49 180 102 97.5 150 30 12.7 EVRAZ ZSMK

OR 43 TU 14-2Р-326-97 54.98 104 16 70 120 42 12.0 EVRAZ ZSMK

OR 50 GOST 9960-85GOST 17508-85TU 32 ZP 803-94

64.30 112 34 74 130 58 16.0 EVRAZ ZSMK

OR 65 GOST 9960-85GOST 17507-85TU 32 ZP 803-94

81.35 140 50 77.5 130 58 18.0 EVRAZ ZSMK

RK50 GOST 9797-85 36.57 172 83 19 70 18 19.75 EVRAZ ZSMK

RK65 GOST 9798-85 43.68 200 105 18 72 20 22.5 EVRAZ ZSMK

Counterrail angle SP 850

TU 0921-245-01124323-2007 30.10 Section dimensions shown on the attached drawing EVRAZ ZSMK

*In the upper part at 14.3 mm

RaIls

Railway railsRails are manufactured at the rail mills of EVRAZ ZSMK, EVRAZ NTMK and EVRAZ DMZ Petrovskogo.

counter-rail angle SP850

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Railway steel

Rail versions manufactured by EVRAZ NTMK

Rail type Application Steel grade and category

Rail length m

R50, R65 Rails for seamless tracks, ribbon tracks and switches K76F, E76F (Т1, Н) 25 and shorter

R65 (special purpose) Heat hardened railway rails for combined high-speed traffic. Intended primarily for laying in the railway sections used for combined high-speed traffic.These rails show improved geometry against Т1 rails under GOST R 51685

К76F (SS) 25

Heat hardened railway rails for lowtemperature applications. Primarily intended for operation in the railways in cold regions

K76F (NK) 25

60 E 1 Heat hardened railway rails. Intended for seamless tracks, ribbon tracks and switches R350НТ (Class Y, B) 25

UIC 60 Raw railway rails intended for seamless tracks, ribbon tracks and switches 900А 25, 24, 18

R65, R65K (special purpose) Heat hardened railway rails for 600 m and shorter radius track curves K76F (Т1) 25

R50, R65 (for underground railway systems)

Raw rails intended for laying in the underground railway systems K76F, E76F (N) 25

25 m rails are shipped on a pair of coupled flat wagons.

Class Т1 — heat hardened rails;Class N — raw rails;Class SS — rails for combined high-speed traffic;Class NК — rails for low temperature applications.

Rail versions manufactured at EVRAZ ZSMK (rail rolling facility)

Rail type Application Class Rail length mm

R65, R50, UIC 60

Intended for seamless tracks, ribbon tracks and switches E76F(Т1, N, V)

N-class: 8-12.4; 12.5; 18–24.5; 25; Т1-class: 12.5; 18–24.5; 25

R65 (special purpose) Heat-hardened railway rails for low-temperature applications. Primarily intended for use in railways in cold regions

E76F (NE76F)

Heat hardened railway rails for combined high-speed traffic. Intended primarily for laying in railway sections used for combined high-speed traffic. These rails show improved geometry against Т1 rails under GOST R 51685

E76F (SS)

Prime quality heat-hardened rails E76F (В)

R65, R65K (special purpose)

Heat-hardened railway rails for 600 m and shorter radius track curves E90AF (IK)

R50, R65(for underground railway systems)

Raw rails for underground railway systems E76F E78HSF

54Е1 (UIC 54) These rails are intended for seamless tracks, ribbon tracks and switches 900А subject to agreement with the customer, not to exceed 25 m60Е1 (UIC 60)

UR 65 Intended for the manufacturing of unbroken railway crossings with continuous running surface E76F, E76. 12.5;the multiple of the exact length subject to agreement with the customerwithin 25 m; without bolt holes

R43 Intended for laying in industrial railway tracks E76 25; 8.0 to 12.5 m rails can be supplied

12


Rail type Application Class Rail length mm

OR 43 Used for the manufacture of inplant railway switches and for circular rails of excavator rotary supports

E72 subject to agreement with the customer, however not to exceed 25 mОR 50 Used for the manufacture of switches E73V, E76HSF

OR 65

RК50, RК65 Used in track superstructures for R65, R50 rails E68 Subject to agreement with the customer

Counterrail angleSP 850

The 25 m rails are shipped on a pair of coupled flat wagons. The modernized rail and beam plant, when complete,will enable EVRAZ ZSMK to manufacture 100 m heat-hardened rails.

Class Т1 — heat hardened rails;Class N — raw rails;Class SS — rails for combined high-speed traffic;Class IK — high wear resistance and backtoback endurance;Class V — prime quality heat hardened rails.

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Railway steel

Narrow gauge railway rails

Rail type Specification Weight1 m

kg

Cross-sectional dimensions, mm Manufacturer

Rail depth

H

Web depth

h

Head width

b

Base width

B

Web thickness

e

Flange depth

m

R33 TU 14-2R-383-2004 33.48 128 68 60 110 12 8.54 EVRAZ NTMK

R34* TU 27.1-05393056-265: 2009 34.10 128 68 60 110 13 8.59 ЕVRAZ DMZ Petrovskogo

*Rails are supplied without bolt holes.

narrow gauge railsManufactured at the rail facility of EVRAZ ZSMK,and by the rail mill of EVRAZ DMZ Petrovskogo.

Narrow gauge rail grades

Rail type Application Steel grade, category

Rail length m

R33 Mine conductor rails. Also used for plant railway tracks, mine car tracks, crane runways

VP, PP, NP* 8, 10

R34 N50 (PS, SP)** T60 (PS, SP) PT70 (PS, SP)

8, 10, 11

Note: * VP — high-strength (carbon 0.60 to 0.82%); PP — higher-strength (carbon 0.50 to 0.59%); NP — normal strength (carbon 0.40 to 0.49%).

** N — normal hardness (carbon 0.4 to 0.55%, 170 НВ); Т — high hardness (carbon 0.56 to 0.66%, 200 НВ); PT — higher hardness (carbon 0.67 to 0.82%, 250 НВ).

14


Material and profile specification

Rail type Specification Nmm

Вmm

bmm

Smm

Steel grade Supply conditions

R50 GOST R 51685-2000 152 132 72 16 К76F, E76F, E78HSF

Rail length 12.5 & 25 m,with and without bolt holes

R65 180 150 75 18

E78HSF steel grade rails are made as per TU 0921-154-01124328-2003.

RaIls foR UnDeRGRoUnD lInes

Rails R50 and R65 for underground linesRaw rails for underground lines.

Produced at the rail rolling facility of EVRAZ ZSMK and at the rail mill of EVRAZ NTMK.


Specification Cross section area cm²

Weight of 1 m kg


TU U 27.1-19305558-003: 2009 65.84 51.69 М Rail length 6.0 to 12.5 m, length tolerance limit within ± 30 mm

Steel chemistry

Steel grade Element weight percentage%

С Мn not over

Si S P Cr Ni Cu N

М 0.05-0.12 0.25-0.50 0.03 0.03 0.03 0.1 0.3 0.3 0.008

Сonductor rails for underground car power supplyConductor rails for underground car power supply in Russia, Ukraine and the other CIS countries.

Manufactured at the medium-section mill “550“ at rolling-mill shop №2 of EVRAZ DMZ Petrovskogo.

Dimensions (*) are given for roll gap engineering, ensured by process tools and not checked on finished rails.

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Railway steel


Rail type Specification Steel grade Weight of 1 m kg

Supply conditions Manufacturer

RTZhB-58 TU U 27.1-05393056-257-2004 К75, K63F

58.52 Cut to lengths 10.0 to 11.5 m. Length tolerance ± 100 mm. Up to 15% of the short rails are allowed per a lot supplied, however not shorter than 4 m, by agreement with the customer.


Т62 TU 14-2Р-320-96 E76 62.05 With/without bolt holes, 12.5 m long, length tolerance ± 10 mm EVRAZ ZSMK

Т62 rails are used for the curves.

TRam RaIlsRails for tram lines. Manufactured at the rail mill of EVRAZ DMZ Petrovskogo, and by the rail rolling facility of EVRAZ ZSMK.

RTZhB-58 rails Т62 rails

16



Rail type Sizes mm

Cross section

area cm²

Weight of 1 m kg

Manufacturer

b b1 b2 h h1 h4 EVRAZ DMZPetrovskogo

EVRAZ ZSMK

KР70 70 75.6 120.0 120.0 28.0 9.00 58.72 46.10 – ЕVRAZ DMZ Petrovskogo

КR80 80 87.0 130.0 130.0 35.0 9.75 76.19 59.81 64.24 ЕVRAZ DMZ Petrovskogo, EVRAZ ZSMK

KR100 100 108.0 150.0 150.0 40.0 11.25 105.85 83.09 89.05 ЕVRAZ DMZ Petrovskogo, EVRAZ ZSMK

КR120 120 129.0 170.0 170.0 45.0 13.75 144.54 113.47 118.29 ЕVRAZ DMZ Petrovskogo, EVRAZ ZSMK

КR140 140 150.0 170.0 170.0 50.0 18.75 180.51 141.70 – ЕVRAZ DMZ Petrovskogo

In terms of the product mix, chemistry and mechanical properties the rails manufactured at EVRAZ DMZ Petrovskogo comply with the requirements of DSTU 2484-94 (GOST 4121-96) and those manufactured at EVRAZ ZSMK comply with GOST 53866-2010.

cRane RaIlsFor crane runways.

Manufactured at the rail mill of EVRAZ DMZ Petrovskogo and at the rail rolling facility of EVRAZ ZSMK.

SUPPLIED LENGTHS (EVRAZ ZSMK):Exact length (m): 9.0; 9.5; 10.0; 10.5; 11.0; 11.5; 12.0 m (± 50 mm). Random lengths: 4.0 to 12 m.Rails are shipped both as single pieces and in bundles strapped crosswise by steel straps or wire.

SUPPLIED LENGTHS (EVRAZ DMZ PETROVSKOGO):Exact length (m): 9.0; 9.5; 10.0; 10.5; 11.0; 11.5; 12.0 m.Length tolerance ± 50 mm (± 100 mm subject to agreement with the customer)Random lengths: 4.0 to 12 m.The random lengths may be up to 20% of a shipment.Rails are shipped both piece by piece and in bundles strapped crosswise by steel straps or wire.

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Railway steel


Specification Section depth mm

Head width mm

Base width mm


TS 14788411-55-2006 181 94 450 08H18N10Т as per GOST 5632

Manufactured in lengths 6.0 to 12.0 m and loaded on any transport vehicle.

Surface quality, mechanical properties, section weight and cross-sectional area not specified. No lamination, internal cracks and foreign metal and slag inclusions are accepted in the product.

sTaInless sTeel RaIlsFor railway switches. Manufactured at EVRAZ ZSMK rail plant.

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Product name Specification Steel grade

Application Manufacturer

Nonhardened baseplates for separate fastenings types КB50, КB65, SК50, SК65

TU 14-2R-294-2005 St3, St4 The baseplates are intended for use in all climate zones, and for all railway lines where concrete sleepers are used

NSMZ

Nonhardened baseplates for fastenings types КD50 and КD65

TU 14-2R-294-2005 St3, St4 The baseplates are intended for laying of separate rail fastenings on timber sleepers

NSMZ

Nonhardened baseplates for separate fastening of KN-65 rails

drawing ОP 530.003, GOST 16277-93& ОP 530 TU-2

St3, St4 For R65 rails mounted on Sh1-КN concrete sleepers by the use of КN-65 fastenings

NSMZ

D50 and SD50 baseplates for spike fastenings

GOST 12135-75, GOST 3280-84

St3, St4 D50 baseplates are intended for tilted rail tracksSD50 baseplates are intended for non-tilted rail tracks

NSMZ

D65 and SD65 baseplates for spike fastenings

GOST 8194-75, GOST 3280-84

St3, St4 D65 baseplates are intended for rails fastened onto timber sleepers and logs and offer the inward tilt of the rail lines. SD65 baseplates are intended for non-tilt rail lines

NSMZ

DN6-65 baseplates for spike fastenings GOST 3280-84 St3, St4 DN6-65 baseplates are used for curves laid with R65 rails and R75 rails

NSMZ

DN65S-185 baseplates for spike fastenings

GOST 3280-84 St3, St4 DN65S-185 baseplates are used for curves laid with R65 and R75 rails

NSMZ

Stirrup stop ZP 369 TU-2 St3 Stirrup stops are intended for fixing R65 rails to concrete sleepers by baseplate-free fastening type ZhBR-65

NSMZ

Flat bar for stirrup stop ТS 14788411-11-2004TU 0931-178-01124328-2004, GOST 380-2005

St3 Intended for use with stirrup stops EVRAZ ZSMK

PK clamp GOST 22343-90, GOST 380-2005535-2005

St4, St4sp, as per GOST380-2005, class 1 & 2 as per GOST535-2005

Rigid PK-type clamps are used for fastening railway rails to concrete and timber sleepers with separate fastenings

NSMZEVRAZ ZSMK

Flat bar for separate fastening clamps. TU 14-103-42-87, GOST 22343-90, GOST 380-2005

St 4sp Intended for the manufacture of intermediate clamps EVRAZ ZSMK

R50 & R65 fishplates TU 14-2R-463-2011, GOST 19128-73

54 R50 and R65 fishplates are used for wide-gauge railway rail joints

NSMZEVRAZ ZSMK

Baseplate type ZhBRM GOST 16277-93 St4, St3 Baseplates for ZhBR-65 inseparable-type rail fastenings used with concrete rail supports

NSMZ

Plunger blank for insulated rail joints TS 0575676-15-2011, TS 0575676-16-2011

54 The plunger blanks are intended for the manufacture of combination (metal composite) fishplates for high-strength boltadhesive insulated joints

EVRAZ ZSMK

RaIl fasTenInGsManufactured by NSMZ branch of EVRAZ NTMK and by the rail fastening plant of EVRAZ ZSMK rail rolling facility.

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Railway steel

Some of the rail fastening sections:

Double headed fishplates for R65 and R50 railway rails under GOST 19128-73

Plunger blank for insulated rail joints

TS 0575676-15-2011TS 0575676-16-2011

Stirrup stop

Clamps for separatetype railway rail fastenings

20



Section specification Cross-sectional area cm2

Weight of 1 m

kg

Steel code Chemistry specification

Technical specification

Supplied lengths, bar lengthmClass Grade

GOST 5267.1-90 36.58 28.71 345 09G2S09G2SD09G2D

GOST 19281-89 GOST 19281-89, GOST 5267.0-90

Exact length 6 to 12;random length

375 12G2F12G2FD

TU 14-1-5391-99 TU 14-1-5391-99, GOST 5267.0-90

390 12G2F12G2FD

RaIlcaR bUIlDInG sHaPes

20v-2 channel

Manufactured at EVRAZ NTMK (channel type 20V-2 and Z-beams are manufactured at the rail mill and the Ibeams for railcar building and the railcar pillars are manufactured at the heavy section plant).



Weight of 1 m

kg



Supplied lengths, bar lengthmclass grade

GOST 5267.3-90 84.74 66.52 345 09G2S09G2SD09G2D

GOST 19281-89 GOST 19281-89, GOST 5267.0-90

Exact length 10.8 to 15.8;random length

375 12G2F12G2FD

TU 14-1-5391-99 TU 14-1-5391-99, GOST 5267.0-90

390 12G2F12G2FD

Z-beams

Y

R5,5

R11

100

200

46

XX

8

Y

6% 11

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Railway steel



Weight of 1 m

kg



Supplied lengths, bar lengthmClass Grade

GOST 5267.5-90 30.37 23.84 345 09G2S09G2SD09G2D

GOST 19281-89 GOST 19281-89, GOST 5267.0-90

Exact length – 4.1–12.0 m;the multiple of the exact length;random length

375 12G2F12G2FD

TU 14-1-5391-99 TU 14-1-5391-99, GOST 5267.0-90

390 12G2F12G2FD

H-beam #19



Weight of 1 m

kg



Supplied lengths, bar lengthmclass grade

GOST 5267.6-90 36.57 28.71 345 09G2S09G2SD09G2D

GOST 19281-89 GOST 19281-89, GOST 5267.0-90


375 12G2F12G2FD

TU 14-1-5391-99 TU 14-1-5391-99, GOST 5267.0-90

390 12G2F12G2FD

Wagon pillars

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Product name Application Diameter along the taping linemm

Section specification Steel grade Technical specification

Solid wheels with plain taper plate/web

For freight wagons 957±7 Figure А.1GOST 10791-2011

2, T GOST 10791-2011

Solid wheels with curvilinear plate/web

For freight wagons 957±7 Figure А.3GOST 10791-2011

Т GOST 10791-2011

Solid wheels with plain taper plate for repairs

For freight wagons 945+4 Drawing 950А 2 GOST 10791-2011

Solid wheels for repairs For industrial rolling stock 940+10-5 Drawing 082А-2 2, Т GOST 10791-2011,

TU 14-2R-458-2010

Solid wheels For special rolling stock 710+6 Drawing 010 2 GOST 10791-2011

RaIlWay WHeels, blacK WHeels, WHeel cenTeRsManufactured at the wheel and tire plant of EVRAZ NTMK.

Domestic market

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Railway steel



Solid wheels For special rolling stock 1050+14 Drawing 012 2 GOST 10791-2011

Solid wheels For yard locomotives 1058+2-8 Drawing 011 2 GOST 10791-2011

Solid wheels* For high-speed electric locomotives

1250+2 Drawing 8ТS.224.035

1 GOST 10791-2011

Black wheels For underground railways 785 Drawing 073V-1 2 GOST 10791-2011,TU 14-102-191-2000

Black wheels For underground railways 860 Drawing 124-1 2 GOST 10791-2011,TU 14-102-191-2000

Black wheels For underground railways 860 Drawing 125-1 2 GOST 10791-2011,TU 14-102-191-2000

*Can be produced but not yet certified for conformity.

24




Black wheels For ingot cars 840 Drawing00186269-097-1B

2 GOST 10791-2011, Technical Agreement

Gear blank For electric locomotives 989 Drawing 077А-2 55F TU 14-2R-343-2004

Gear blank For electric locomotives 972 Drawing 128 45HN, 55F, 20H2N4А Technical agreement

Wheel centers For electric locomotives 1073+0,5–0,5 Drawing 2ES6.31.110.007 – TU 14-2R-444-2008

Wheel centers For electric locomotives 1070,6+1 Drawing NTMK/EP2К.31.15.102

– TU 14-2R-444-2008

Wheel centers For electric locomotives 1070,6+1 Drawing NTMK/EP2К.31.15.103

– TU 14-2R-444-2008

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Railway steel



Solid wheels with curvilinear plate/web*

For freight wagons 920+4 Drawing 131 (VA 002) ER7 EN 13262:2004+ A2:2011


For freight wagons 920+4 Drawing 00186269-141 (BA 319)

ER7 EN 13262:2004+ A2:2011


For freight wagons 920+4 Drawing 00186269-159 (BA 318)

ER7 EN 13262:2004+ A2:2011

Solid wheels with curvilinear plate/web

For freight wagons 914,4+14 Drawing 00186269-139 (H-36)

Class C AAR M107/M208:2011

Solid wheels For ingot cars 840+2–2 Drawing 00186269-158 ER9 EN 13262:2004+

A2:2011

*Can be produced but not yet certified for conformity.

foreign market

26



Product name Basic dimensions mmd x B x H


For wide gauge railway locomotives(flanged)

1690 x 143 x 831340 x 143 x 831240 x 143 x 831160 x 143 x 831160 x 143 x 981090 x 143 x 831060 x 143 x 83

GOST R 52366-2005, drawing 001А 2 GOST 398-2010

GOST Р 52366-2005, drawing 003 4 TU 0941-096-01124323-2007

For wide gauge railway cars and tenders (flanged)

890 x 134 x 83870 x 134 x 83840 x 134 x 83810 x 134 x 83790 x 134 x 83

GOST 5000-83, drawing 005 2 GOST 398-2010

For underground rolling stock 650 x 134 x 70 R 126-99 2 GOST 398-2010, R 126-99

TIRes/RInGsManufactured at the wheel and tire plant of EVRAZ NTMK.

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Railway steel


Cross-sectional dimensions mm

Section specification Steel grade Technical specification Supplied lengths

215 х 215GOST 4728-2010 ОS GOST 4728-2010 Exact length (to be agreed upon in the P.O.)

230 х 230

aXle blanKsManufactured at the rail mill of EVRAZ NTMK.

sTRUcTURal sTeel

30


Profile and material specification

Mill Diametermm

Steel classes Chemistry specification Technical specification Supply conditions, product lengthm

p/s 250-1 6 А-II (А300), As-II (As300), А-III (А400) GOST 380-2005St 5 spSt 5 ps St 3 ps St 3 spGOST 5781-82:10GT35GS25G2S

GOST 5781-82 Coils up to 830 kg

8; 10 А-I (А240), А-II (А300), As-II (Аs300), А-III (А400)

m/s 250-1; m/s 250-2;s/s 450

12; 14; 16; 18; 20; 22; 25; 28; 32; 36; 40

А-I (А240), А-II (А300), As-II (Аs300), А-III (А400)

6-11.7

Supplied in coils up to 830 kg (# 6-10) and bundles up to 10 tons (# 10-40).

HoT RolleD RebaR sTeel foR ReInfoRceD concReTe sTRUcTURes

Hot rolled steel for reinforcement of both normal and prestressed reinforced concrete structures.

The rolled steel is manufactured at the structural steel facility of EVRAZ ZSMK.

Hot rolled rebars

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Mill Diameter mm

Steel class (diameter nominal) Chemistry specification Technical specification Supplied lengths, bar length m

m/s 250-1; m/s 250-2; s/s 450

10, 12, 14, 16, 18, 20, 22, 25, 28, 32, 36, 40, 50

A400С; А500С (10-28, 32-50); Av400С; Av500С (16, 20, 22, 25);А500SP (10-28, 32-40); Ac500С (10-28, 32-40); 460V (10, 12, 16, 20, 25, 32, 40, 50);460 (10, 12, 16, 20, 25, 32, 40, 50);At400S; At500S (10-18, 32-40); At800 (10-18); GP10; GP15, GP20(16, 20, 22, 25), Av600(22)

GOST 380-2005:St 5 spSt 5 ps St 3 ps St 3 sp St3GspGOST 5781-82:18G2SGOST 10884-94:28STU 0932-283-05757676-2012

TU 14-1-5254-2006, GOST R 52544-2006, STO ASCHM 7-93,TU 14-1-5526-2006, TU 14-1-5543-2006, GOST 10884-94,BS 4449:1997, CS2-95,TU 0932-272-05757676-2008,TU 0932-283-05757676-2012

6-11.7

The products are supplied in bundles of up to 10 tons.

THeRmo-mecHanIcally HaRDeneD RebaRs foR ReInfoRceD concReTe sTRUcTURes

Thermomechanically hardened rebars intended for reinforcement of both normal and prestressed reinforced concrete structures.

Rebars of classes GP10, GP15, GP20 and Av600 are designed for use in mining industry, including for the manufacture of anchor chain.

The products are manufactured at the structural steel facility of EVRAZ ZSMK.

Profile under GOST R 52544

Profile under TU 14-1-5526-2006

Thermomechanically hardened rebars

Structural steel

32


Profile mix

Manufacturer: Mill Diameter mm

Steel grade Chemistry specification Technical specification Supplied lengths, bar length

EVRAZ ZSMK (structural steel facility): p/s 250-1

Bar in coils:6.5; 8; 9; 10

St1kp-St3kp St3ps-St5ps St3sp-St5sp Sv08G2S and other

GOST 380-2005, GOST 1050-88, GOST 4543-71, GOST 10702-78, GOST 2246-70,TU 14-1-4760-89, TU 1-5282-94,TU 14-1-4782

GOST 30136-95, TU 14-1-4760-89, TU 14-1-5282-94, TU 14-1-1700-91, TU 14-1-5283-94, TU 14-1-4782-90

Coils up to 830 kg

EVRAZ ZSMK (constructional steel rolling facility): m/s 250-1;m/s 250-2;s/s 450

Round bars as rods:10; 12; 14; 16;18–25; 28; 30;32; 34; 36; 40;42; 45; 48

St1kp-St3kp St3ps-St5ps St3sp-St5sp Sv08G2S 10-45, 40х 10kp-20kp and other

GOST 2590-2006, GOST 535-2005, GOST 1050-88, GOST 4543-71, GOST 10702-78

Cut to 12 m rods

EVRAZ ZSMK (rail steel facility): Rail and structural steel plant, mill “450”

Round bars: 30; 32; 33; 34; 35; 36; 38; 40; 42; 45; 46; 48; 50; 52; 53; 55; 56; 58; 60; 65; 70; 75; 80; 85; 90; 95; 100; 110; 120; 140; 150

ST 3, St 5,20, 35, 40,09G2S, 65G

GOST 380-2005, GOST 1050-88, GOST 4543-71, GOST 19281, GOST 14959

GOST 2590-2006, GOST 535-2005, GOST 14959-79

Exact length, the multiple of the exact length and random length

EVRAZ NTMK: Heavy section plant

Round bars: 70; 75; 80;85; 90; 100; 105;110; 115; 120;130; 140; 150

StЗsp-St6sp,08-60,15G–50G,65, 70,60G–70G,265, 295,09G2S, 10G, 2S1

GOST 380-2005, GOST 1050-88, GOST 4543-71, GOST 14959-79, GOST 19281-89

GOST 2590-2006, GOST 535-2005, GOST 1050-88, GOST 4543-71, GOST 14959-79, GOST 19281-89*

Exact length – 4.1–8.0 m; the multiple of the exact length; random length

* Round bars diameter up to 100 mm under the technical requirements of GOST 19281-89.

RoUnD baRsHot rolled round bars.Manufactured at the structural and rail steel facilitiesof EVRAZ ZSMK and at the heavy section mill of EVRAZ NTMK.

33www.evraz.com

Structural steel

Profile mix

Profile identifier

Profile dimensions mm

Cross-sectional

area Fm2

Weight of 1 m

kg

Axis values for reference

h b s t R Ix, cm4 Wx, cm3 Sx, cm3 ix, cm iy, cm4 Wy, cm3 iy, cm

Normal I-beams

20 B1 200 100 5.5 8 11 27.16 21.3 1844 184.4 104.7 8.24 133.9 26.8 2.22

25 B1 248 124 5 8 12 32.68 25.7 3537 285.3 159.7 10.40 254.8 41.1 2.79

25 B2 250 125 6 9 12 37.66 29.6 4052 324.2 182.9 10.37 293.8 47.0 2.79

30 B1 298 149 5.5 8 13 40.80 32.0 6319 424.1 237.5 12.44 441.9 59.3 3.29

30 B2 300 150 6.5 9 13 46.78 36.7 7210 480.6 271.1 12.41 507.4 67.7 3.29

35 B1 346 174 6 9 14 52.68 41.4 11095 641.3 358.1 14.51 791.4 91.0 3.88

35 B2 350 175 7 11 14 63.14 49.6 13560 774.8 434.0 14.65 984.2 112.5 3.95

40 B1 396 199 7 11 16 72.16 56.6 20020 1011.1 564.0 16.66 1446.9 145.4 4.48

40 B2 400 200 8 13 16 84.12 66.0 23706 1185.3 663.2 16.79 1736.2 173.6 4.54

45 B1 446 199 8 12 18 84.30 66.2 28699 1287.0 725.1 18.45 1579.7 158.8 4.33

45 B2 450 200 9 14 18 96.76 76.0 33453 1486.8 839.6 18.59 1871.3 187.1 4.40

50 B1 492 199 8.8 12 20 92.38 72.5 36845 1497.8 853.5 19.97 1581.5 158.9 4.14

50 B2 496 199 9 14 20 101.27 79.5 41872 1688.4 957.3 20.33 1844.4 185.4 4.27

50 B3 500 200 10 16 20 114.23 89.7 47849 1914.0 1087.7 20.47 2140.3 214.0 4.33

55 B1 543 220 9.5 13.5 24 113.36 89.0 55682 2050.9 1165.1 22.16 2404.5 218.6 4.61

55 B2 547 220 10 15.5 24 124.75 97.9 62790 2295.8 1301.6 22.44 2760.3 250.9 4.70

60 B1 596 199 10 15 22 120.45 94.6 68721 2306.1 1325.5 23.89 1979.0 198.9 4.05

60 B2 600 200 11 17 22 134.41 105.5 77638 2587.9 1489.5 24.03 2277.5 227.8 4.12

70 B1 691 260 12 15.5 24 164.74 129.3 125931 3644.9 2094.9 27.65 4556.4 350.5 5.26

70 B2 697 260 12.5 18.5 24 183.64 144.2 145913 4186.9 2392.8 28.19 5436.7 418.2 5.44

H-beams

20 SH1 194 150 6 9 13 39.01 30.6 2690 277.3 154.3 8.30 507.1 67.6 3.61

25 SH1 244 175 7 11 16 56.24 44.1 6122 501.8 279.2 10.43 984.3 112.5 4.18

30 SH1 294 200 8 12 18 72.38 56.8 11339 771.4 429.5 12.52 1602.9 160.3 4.71

30 SH2 300 201 9 15 18 87.38 68.6 14210 947.4 529.9 12.75 2033.8 202.4 4.82

35 SH1 334 249 8 11 20 83.17 65.3 17108 1024.4 565.8 14.34 2834.1 227.6 5.84

I-beamsThese products are manufactured at EVRAZ NTMK, EVRAZ ZSMK and EVRAZ DMZ Petrovskogo.

Parallel flange I-beamssTo ascHm 20-93Manufactured at the H-beam rolling plant (HBRM) of EVRAZ NTMK.

I-BEAM PROFILEAxis values for reference:I – momentum of inertia;W – moment of resistance;S – first moment (half section);i – radius of inertia.

34


Profile identifier


Cross-sectional

area Fm2

Weight of 1 m

kg



35 SH2 340 250 9 14 20 101.51 79.7 21678 1275.2 706.1 14.61 3650.5 292.0 6.00

40 SH1 383 299 9.5 12.5 22 112.91 88.6 30556 1595.6 880.8 16.45 5575.4 372.9 7.03

40 SH2 390 300 10 16 22 135.95 106.7 38676 1983.4 1094.0 16.87 7207.1 480.5 7.28

45 SH1 440 300 11 18 24 157.38 123.5 56072 2548.7 1412.5 18.88 8110.3 540.7 7.18

50 SH1 482 300 11 15 26 145.52 114.2 60371 2505.0 1395.7 20.37 6762.4 450.8 6.82

50 SH2 487 300 14.5 17.5 26 176.34 138.4 71867 2951.4 1666.7 20.19 7896.4 526.4 6.69

50 SH3 493 300 15.5 20.5 26 198.86 156.1 83441 3385.0 1912.8 20.48 9249.7 616.6 6.82

50 SH4 499 300 16.5 23.5 26 221.38 173.8 95282 3818.9 2161.5 20.75 10603.4 706.9 6.92

60 SH1 582 300 12 17 28 174.49 137.0 102717 3529.8 1981.5 24.26 7668.0 511.2 6.63

60 SH2 589 300 16 20.5 28 217.41 170.7 126201 4285.3 2439.0 24.09 9257.4 617.2 6.53

60 SH3 597 300 18 24.5 28 252.37 198.1 150043 5026.6 2869.9 24.38 11067.3 737.8 6.62

60 SH4 605 300 20 28.5 28 287.33 225.6 174458 5767.2 3305.6 24.64 12879.3 858.6 6.70

70 SH1 692 300 13 20 28 211.49 166.0 172433 4983.7 2814.6 28.55 9022.9 601.5 6.53

70 SH2 698 300 15 23 28 242.53 190.4 198791 5696.0 3233.6 28.63 10381.1 692.1 6.54

70 SH3 707 300 18 27.5 28 289.09 226.9 239032 6761.9 3867.2 28.76 12422.4 828.2 6.56

70 SH4 715 300 20.5 31.5 28 329.39 258.6 275138 7696.2 4426.7 28.90 14240.2 949.3 6.58

70 SH5 725 300 23 36.5 28 375.69 294.9 319793 8821.9 5099.5 29.18 16512.3 1100.8 6.63

Column beams (UC)

20 K1 196 199 6.5 10 13 52.69 41.4 3846 392.5 216.4 8.54 1314.4 132.1 4.99

20 K2 200 200 8 12 13 63.53 49.9 4716 471.6 262.8 8.62 1601.4 160.1 5.02

25 K1 246 249 8 12 16 79.72 62.6 9171 745.6 410.7 10.73 3089.9 248.2 6.23

25 K2 250 250 9 14 16 92.18 72.4 10833 866.6 480.3 10.84 3648.6 291.9 6.29

25 K3 253 251 10 15.5 16 102.21 80.2 12154 960.8 535.4 10.90 4088.6 325.8 6.32

30 K1 298 299 9 14 18 110.80 87.0 18849 1265.1 694.7 13.04 6240.9 417.5 7.51

30 K2 300 300 10 15 18 119.78 94.0 20411 1360.7 750.6 13.05 6754.5 450.3 7.51

30 K3 300 305 15 15 18 134.78 105.8 21536 1435.7 806.9 12.64 7104.4 465.9 7.26

30 K4 304 301 11 17 18 134.82 105.8 23381 1538.2 852.8 13.17 7732.3 513.8 7.57

35 K1 342 348 10 15 20 139.03 109.1 31249 1827.4 1001.2 14.99 10541.7 605.8 8.71

35 K2 350 350 12 19 20 173.87 136.5 40296 2302.6 1272.7 15.22 13585.3 776.3 8.84

40 K1 394 398 11 18 22 186.81 146.6 56147 2850.1 1559.3 17.34 18921.9 950.8 10.06

40 K2 400 400 13 21 22 218.69 171.7 66623 3331.2 1836.3 17.45 22412.0 1120.6 10.12

40 K3 406 403 16 24 22 254.87 200.1 78041 3844.4 2139.9 17.50 26199.5 1300.2 10.14

40 K4 414 405 18 28 22 295.39 231.9 92773 4481.8 2513.2 17.72 31026.2 1532.2 10.25

40 K5 429 400 23 35.5 22 370.49 290.8 120292 5608.0 3198.6 18.02 37914.2 1895.7 10.12

35www.evraz.com

Structural steel


Section specification Steel code Chemistry specification Technical specification Supplied lengths m

Class Grade

STO ASCHM 20-93 3sp GOST 380-2005 GOST 535-2005, STO ASHM 20-93

Exact length – 8.0–24.0, increments of 0.1 m;random length

S255, S285S345, S375

GOST 27772-88 GOST 27772-88, STO ASHM 20-93

265, 295, 325, 345325345

09G209G2S(D)


S275JR, S275J0, S275J2S355JR, S355J0, S355J2

EN 10025-2:2004(DIN EN 10025-2:2005)

EN 10025-1:2004(DIN EN 10025-1:2005)

Profile mix

Profile identifier


Cross-sectional

area Fcm2

Weight of 1 m

kg



Narrow flange I-beams

31 U3A 309 102 6.0 8.9 9 36.32 28.5 5467 353.9 204.8 12.27 158.1 31.0 2.09

31 U4A 313 102 6.6 10.8 9 41.96 32.9 6537 417.7 241.5 12.48 191.9 37.6 2.14

36 U1A 349 127 5.8 8.5 11 41.88 32.9 8306 476.0 272.2 14.08 291.0 45.8 2.64

36 U2A 353 128 6.5 10.7 11 49.98 39.2 10279 582.4 332.2 14.34 375.1 58.6 2.74

41 U1A 399 140 6.4 8.8 12 50.29 39.5 12777 640.5 368.4 15.94 403.7 57.7 2.83

41 U2A 403 140 7.0 11.2 12 59.24 46.5 15690 778.7 445.5 16.27 513.8 73.4 2.95

46 U1A 450 152 7.6 10.8 12 66.63 52.3 21370 950 548 17.90 634 83 3.09

46 U2A 455 153 8.0 13.3 12 76.21 59.8 25652 1128 646 18.30 796 104 3.23

46 U3A 459 154 9.1 15.4 12 87.63 68.8 29851 1300.7 747.7 18.46 940.8 122.2 3.28

46 U1V 449.8 152.4 7.6 10.9 12 66.99 52.6 21522 957 552 17.90 645 85 3.10

46 U2V 454.6 152.9 8.1 13.3 12 76.57 60.1 25653 1129 647 18.30 795 104 3.22

46 U3V 458.0 153.8 9.0 15.0 12 85.90 67.4 29079 1270 730 18.40 913 119 3.26

46 U4V 462.0 154.4 9.6 17.0 12 94.82 74.4 32827 1421 817 18.60 1047 136 3.32

46 U5V 465.8 155.3 10.5 18.9 12 104.88 82.3 36741.3 1578 909 18.70 1185 153 3.36

61 U1A 599 178 10.0 12.8 17 105.39 82.7 56852 1898.2 1113.9 23.23 1209.8 135.9 3.39

61 U2A 603 179 10.9 15.0 17 118.64 93.1 65501 2172.5 1271.9 23.50 1442.1 161.1 3.49

PaRallel flanGe I-beams(TU 0925-016-00186269-2012)Manufactured at the Hbeam plant of EVRAZ NTMK.

I-BEAM PROFILE:Axis values for reference:I – momentum of inertia;W – moment of resistance;S – first moment (half section);i – radius of inertia.

36


Profile identifier


Cross-sectional

area Fcm2

Weight of 1 m

kg



Normal I-beams

31 B1A 310 165 5.8 9.7 9 49.56 38.9 8548 551.5 306.5 13.13 726.9 88.1 3.83

31 B2A 313 166 6.6 11.2 9 57.06 44.8 9964 636.7 355.2 13.21 854.8 103.0 3.87

31 B3A 317 167 7.6 13.2 9 66.87 52.5 11876 749.3 420.1 13.33 1025.9 122.9 3.92

31 B1V 303.4 165 6.0 10.2 9 51.33 40.3 8506 561 312 12.90 764 93 3.86

31 B2V 306.6 165.7 6.7 11.8 9 58.76 46.1 9902 646 360 13.00 896 108 3.90

31 B3V 310.4 166.9 7.9 13.7 9 68.78 54.0 11699 754 423 13.00 1063 127 3.93

36 B1A 352 171 6.9 9.8 11 57.49 45.1 12205 693.5 390.5 14.57 818.0 95.7 3.77

36 B2A 355 171 7.2 11.6 11 64.60 50.7 14170 798.3 448.2 14.81 968.1 113.2 3.87

36 B3A 358 172 7.9 13.1 11 72.31 56.8 16091 898.9 505.8 14.92 1112.8 129.4 3.92

36 B4V 363.4 143.2 9.1 15.7 11 85.63 67.2 19502 1073 607 15.10 1362 157 3.99

41 B1A 403 177 7.5 10.9 12 68.41 53.7 18734 929.7 526.1 16.55 1009.2 114.0 3.84

41 B2A 407 178 7.7 12.8 12 76.17 59.8 21706 1066.7 600.7 16.88 1205.1 135.4 3.98

41 B3A 410 179 8.8 14.4 12 86.33 67.8 24678 1204 681 16.90 1379 154 4.00

41 B4A 413 180 9.7 16.0 12 95.79 75.2 27615 1337 759 17.00 1559 173 4.03

41 B5A 417 181 10.9 18.2 12 108.60 85.3 31658 1518 866 17.10 1804 199 4.08

46 B1A 457 190 9.0 14.5 12 94.86 74.5 33415 1462.4 828.7 18.77 1660.8 174.8 4.18

46 B2A 460 191 9.9 16.0 12 104.73 82.2 37157 1615.5 918.2 18.84 1862.3 195.0 4.22

46 B3A 463 192 10.5 17.7 12 114.10 89.6 41105 1776 1010 19.00 2093 218 4.28

46 B4A 466 193 11.4 19.0 12 123.37 96.8 44658 1917 1094 19.00 2283 237 4.30

46 B5A 469 194 12.6 20.6 12 135.07 106.0 48978 2089 1197 19.00 2515 259 4.32

46 B1V 453.4 189.9 8.5 12.7 12 85.85 67.4 29532.9 1303 739 18.50 1452 153 4.113

46 B2V 457 190.4 9.0 14.5 12 94.97 74.6 33472 1465 830 18.8 1671 176 4.195

46 B3V 460 191.3 9.9 16.0 12 104.82 82.3 37204 1618 919 18.8 1871 196 4.22

46 B4V 463.4 191.9 10.5 17.7 12 114.11 89.6 41168 1777 1010 19.0 2090 218 4.28

46 B5V 467.2 192.8 11.4 19.6 12 125.61 98.6 45880 1964 1120 19.1 2347 243 4.32

61 B1A 603 228 10.5 14.9 17 130.61 102.5 77227 2561.4 1465.3 24.32 2950.9 258.9 4.75

61 B2A 608 228 11.2 17.3 17 145.59 114.3 88420 2908.6 1660.4 24.64 3426.3 300.6 4.85

61 B3V 612.2 229 11.9 19.6 17 160.30 125.9 99482 3250 1853 24.9 3933 344 4.95

61 B4V 617.2 230.2 13.1 22.1 17 179.29 140.7 112650 3650 2087 25.1 4507 392 5.01

Medium-flange I-beams

20 D1A 207 133 5.8 8.4 9 34.07 26.7 2597 251.0 140.4 8.73 329.8 49.6 3.11

20 D2A 210 134 6.4 10.2 9 40.17 31.5 3154 300.4 168.5 8.86 409.6 61.1 3.19

25 D2A 258 146 6.1 9.1 9 41.89 32.9 4915 381.0 213.3 10.83 472.6 64.7 3.36

25 D3A 262 147 6.6 11.2 9 49.44 38.8 6035 460.7 257.9 11.05 593.7 80.8 3.47

25 D4A 266 148 7.6 13.0 9 57.41 45.1 7136 537.0 302.0 11.10 704.0 95.0 3.50

25 D1V 251.4 146.1 6.0 8.6 12 40.42 31.7 4510 359.0 201.0 10.60 448.0 61.0 3.33

25 D2V 256.0 146.4 6.3 10.9 12 47.91 37.6 5633 440 246 10.8 571 78 3.45

25 D3V 259.6 147.3 7.2 12.7 12 55.51 43.6 6640 512 287 10.9 678 92 3.49

37www.evraz.com

Structural steel

Profile identifier


Cross-sectional

area Fcm2

Weight of 1 m

kg



Column beams (UC)

15 K1A 152 152 5.8 6.6 9 28.81 22.6 1222 160.8 89.2 6.51 386.7 50.9 3.66

15 K2A 157 153 6.6 9.3 9 38.29 30.1 1731 220.6 123.2 6.72 555.7 72.6 3.81

15 K3A 162 154 8.1 11.6 9 47.67 37.4 2237 276.1 156.2 6.85 707.0 91.8 3.85

20 K2A 203 203 7.2 11.0 10 58.55 46.0 4543 447.6 247.6 8.81 1534.5 151.2 5.12

20 K3A 206 204 7.9 12.6 10 66.55 52.2 5270 511.6 284.6 8.90 1783.9 174.9 5.18

20 K4A 210 205 9.1 14.2 10 75.60 59.3 6111 582.0 326.3 8.99 2040.4 199.1 5.20

20 K5A 216 206 10.2 17.4 10 91.03 71.5 7660 709.2 401.6 9.17 2537.2 246.3 5.28

20 K6A 222 209 13.0 20.6 10 110.47 86.7 9469 853.0 490.0 9.26 3138.0 300.0 5.33

20 K7A 229 210 14.5 23.7 10 126.73 99.5 11326 989.0 574.0 9.45 3663.0 349.0 5.38



Class Grade

STO ASCHM 20-93 3sp GOST 380-2005 GOST 535-2005, STO ASHM 20-93

Exact length – 8.0–24.0, increments of 0.1 m;random length

S255, S285S345, S375


265, 295, 325, 345325345

09G209G2S(D)


S275JR, S275J0, S275J2S355JR, S355J0, S355J2

EN 10025-2:2004(DIN EN 10025-2:2005)

EN 10025-1:2004(DIN EN 10025-1:2005)

38


Profile mix

Profile identifier


Cross-sectional

area F cm2

Weight of 1 m

kg



15KR 180.8 152 13.0 21.0 12 83.1 65.2 4444 492 290.5 7.3 1233 162 3.85



Class Grade

TS 00186269-89-2011 09G2S GOST 19281-89 GOST 19281-89,TS 00186269-89-2011

Exact length – 8.0–24.0,increments of 0.1 m;random length

Profile mix

Profile identifier Profile dimensionsmm Weight of 1 m

kgunder ASTM A6 Code Profile depthh

Flange widthb

Web thicknessS

Flange thicknesst

RadiusR

W6х15 15К1А 152 152 5.8 6.6 9 22.6

W6х20 15К2А 157 153 6.6 9.3 9 30.1

W6х25 15К3А 162 154 8.1 11.6 9 37.4

W8х18 20D1А 207 133 5.8 8.4 9 26.7

W8х21 20D2А 210 134 6.4 10.2 9 31.5

W8х31 20К2А 203 203 7.2 11.0 10 46.0

W8х35 20К3А 206 204 7.9 12.6 10 52.2

W8х40 20К4А 210 205 9.1 14.2 10 59.3

W8х48 20К5А 216 206 10.2 17.4 10 71.5

W8х58 20К6А 222 209 13.0 20.6 10 86.7

W8х67 20К7А 229 210 14.5 23.7 10 99.5

column I-beams for tower cranesManufactured at the Hbeam plant of EVRAZ NTMK.I-BEAM PROFILE:

Axis values for reference:I – momentum of inertia;W – moment of resistance;S – first moment (half section)i – radius of inertia.

Parallel flange I-beams (asTm a6/a6М)Manufactured at the Hbeam plant of EVRAZ NTMK.

39www.evraz.com

Structural steel


kgunder ASTM A6 Code Profile depthh

Flange widthb

Web thicknessS

Flange thicknesst

RadiusR

W10х22 25D2A 258 146 6.1 9.1 9 32.9

W10х26 25D3A 262 147 6.6 11.2 9 38.8

W10х30 25D4A 266 148 7.6 13.0 9 45.1

W12х19 31U3A 309 102 6.0 8.9 9 28.5

W12х22 31U4A 313 102 6.6 10.8 9 32.9

W12х26 31B1A 310 165 5.8 9.7 9 38.9

W12х30 31B2A 313 166 6.6 11.2 9 44.8

W12х35 31B3A 317 167 7.6 13.2 9 52.5

W14х22 36U1A 349 127 5.8 8.5 11 32.9

W14х26 36U2A 353 128 6.5 10.7 11 39.2

W14х30 36B1A 352 171 6.9 9.8 11 45.1

W14х34 36B2A 355 171 7.2 11.6 11 50.7

W14х38 36B3A 358 172 7.9 13.1 11 56.8

W16х26 41U1A 399 140 6.4 8.8 12 39.5

W16х31 41U2A 403 140 7.0 11.2 12 46.5

W16х36 41B1A 403 177 7.5 10.9 12 53.7

W16х40 41B2A 407 178 7.7 12.8 12 59.8

W16х45 41B3A 410 179 8.8 14.4 12 67.8

W16х50 41B4A 413 180 9.7 16.0 12 75.2

W16х57 41B5A 417 181 10.9 18.2 12 85.3

W18х35 46U1A 450 152 7.6 10.8 12 52.3

W18х40 46U2A 455 153 8.0 13.3 12 59.8

W18х46 46U3A 459 154 9.1 15.4 12 68.8

W18х50 46B1A 457 190 9.0 14.5 12 74.5

W18х55 46B2A 460 191 9.9 16.0 12 82.2

W18х60 46B3A 463 192 10.5 17.7 12 89.6

W18х65 46B4A 466 193 11.4 19.0 12 96.8

W18х71 46B5A 469 194 12.6 20.6 12 106.0

W24х55 61U1A 599 178 10.0 12.8 17 82.7

W24х62 61U2A 603 179 10.9 15.0 17 93.1

W24х68 61B1A 603 228 10.5 14.9 17 102.5

W24х76 61B2A 608 228 11.2 17.3 17 114.3

Note: tolerances of dimensions, shape and weight are under ASTM A 6/A 6M.

40


Grade mix

Steel code Chemistry specification Technical specification

(A36) ASTM A 36/A 36M ASTM A 36/A 36M, ASTM A 6/A 6M

50, 50-2 ASTM A 572/A 572M ASTM A 572/A 572M, ASTM A 6/A 6M

– ASTM A 992/A 992M ASTM A 992/A 992M, ASTM A 6/A 6M

50W CSA G40.21 CSA G40.21, ASTM A 6/A 6M

50, 50-2 ASTM A 572/A 572M/ASTM A 992/A 992M

ASTM A 572/A 572M / ASTM A 992/A 992M, ASTM A 6/A 6M

50/50W ASTM A 572/A 572M/CSA G40.21

ASTM A 572/A 572M / CSA G40.21, ASTM A 6/A 6M

50/50W ASTM A 572/A 572M/ASTM A 992/A 992M/CSA G40.21

ASTM A 572/A 572M / ASTM A 992/A 992M / CSA G40.21, ASTM A 6/A 6M

List of ASTM and CSA standards on I-beam deliveries

Code of standard Name of standard

ASTM A 6/A 6M-11 Technical specification on rolled rods, sheets, sections, sheet piles from structural steel

ASTM A 36/A 36M-08а Technical specification on structural carbon steel

ASTM A 572/A 572M-07 Technical specification on rolled sections from high strength structural low alloy niobium vanadium steel

ASTM A 992/A 992M-11 Technical specification on rolled sections from structural steel

CSA G40.21-04 High quality structural steel

Note: A P.O. is to contain the codes of relevant standards along with the issuance year of the latest revision or that of its update or a combination of the standards separated by a slash. If a P.O. is based upon the later version of a standard which is not yet available at the manufacturer the P.O. will be accepted upon provision of the official version of the same.

Length of the steel products

Supplied lengths Exact length

Length of the steel products

foot 20 25 30 32 35 40 45 50 55 60

m 6.1 7.6 9.2 9.8 10.7 12.7 13.7 15.3 16.8 18.3

Note: The I-beams can be ordered in lengths between 8 and 24 m with the increments of 0.1 m.

Profile mix


kgUnder BS 4-1 Code Section depthh

Flange widthb

Web thickness s

Flange thicknesst

RadiusR

152 х 152 х 23 15К1V 152.4 152.2 5.8 6.8 9.0 23.0

152 х 152 х 30 15К2V 157.6 152.9 6.5 9.4 9.0 30.0

152 х 152 х 37 15К3V 161.8 154.4 8.0 11.5 9.0 37.0

203 х 203 х 46 20К1V 203.2 203.6 7.2 11.0 10.2 46.1

203 х 203 х 52 20К2V 206.2 204.3 7.9 12.5 10.2 52.0

203 х 203 х 60 20К3V 209.6 205.8 9.4 14.2 10.2 60.0

Parallel flange I-beams (bs4-1:2005)Manufactured at the Hbeam plant of EVRAZ NTMK.

41www.evraz.com

Structural steel


kgUnder BS 4-1 Code Section depthh

Flange widthb

Web thickness s

Flange thicknesst

RadiusR

203 х 203 х 71 20К4V 215.8 206.4 10.0 17.3 10.2 71.0

203 х 203 х 86 20К5V 222.2 209.1 12.7 20.5 10.2 86.1

254 х 146 х 31 25D1V 251.4 146.1 6.0 8.6 12 31.7

254 х 146 х 37 25D2V 256.0 146.4 6.3 10.9 12 37.6

254 х 146 х 43 25D3V 259.6 147.3 7.2 12.7 12 43.6

305 x 102 x 28 31U2V 308.7 101.8 6.0 8.8 9 28.2

305 x 102 x 33 31U3V 312.7 102.4 6.6 10.8 9 32.8

305 х 165 х 40 31B1V 303.4 165.0 6.0 10.2 9 40.3

305 х 165 х 46 31B2V 306.6 165.7 6.7 11.8 9 46.1

305 х 165 х 54 31B3V 310.4 166.9 7.9 13.7 9 54.0

356 х 127 х 33 36U1V 349.0 125.4 6.0 8.5 11 33.1

356 х 127 х 39 36U2V 353.4 126.0 6.6 10.7 11 39.1

356 х 171 х 45 36B1V 351.4 171.1 7.0 9.7 11 45.1

356 х 171 х 51 36B2V 355.0 171.5 7.4 11.5 11 51.1

356 х 171 х 57 36B3V 358.0 172.2 8.1 13.0 11 57.1

356 х 171 х 67 36B4V 363.4 173.2 9.1 15.7 11 67.2

406 х 140 х 39 41U1V 398.0 141.8 6.4 8.6 12 39.2

406 х 140 х 46 41U2V 403.2 142.2 6.8 11.2 12 46.3

406 х 178 х 54 41B1V 402.6 177.7 7.7 10.9 12 54.4

406 х 178 х 60 41B2V 406.4 177.9 7.9 12.8 12 60.3

406 х 178 х 67 41B3V 409.4 178.8 8.8 14.3 12 67.4

406 х 178 х 74 41B4V 412.8 179.5 9.5 16.0 12 74.5

457 х 152 х 52 46U1V 449.8 152.4 7.6 10.9 12 52.6

457 х 152 х 60 46U2V 454.6 152.9 8.1 13.3 12 60.1

457 х 152 х 67 46U3V 458.0 153.8 9.0 15.0 12 67.4

457 х 152 х 74 46U4V 462.0 154.4 9.6 17.0 12 74.4

457 х 152 х 82 46U5V 465.8 155.3 10.5 18.9 12 82.3

457 х 191 х 67 46B1V 453.4 189.9 8.5 12.7 12 67.4

457 х 191 х 74 46B2V 457.0 190.4 9.0 14.5 12 74.6

457 х 191 х 82 46B3V 460.0 191.3 9.9 16.0 12 82.3

457 х 191 х 89 46B4V 463.4 191.9 10.5 17.7 12 89.6

457 х 191 х 98 46B5V 467.2 192.8 11.4 19.6 12 98.6

610 х 229 х 101 61B1V 602.6 227.6 10.5 14.8 17 102.1

610 х 229 х 113 61B2V 607.6 228.2 11.1 17.3 17 113.9

610 х 229 х 125 61B3V 612.2 229.0 11.9 19.6 17 125.9

610 х 229 х 140 61B4V 617.2 230.2 13.1 22.1 17 140.7

Note: tolerances of dimensions, shape and weight are under BS EN 10034:1993 (EN 10034:1993).

42


Grade mix


S275JR,S275J0,S275J2 EN 10025-2:2004

(DIN EN 10025-2:2005)EN 10025-1:2004(DIN EN 10025-1:2005)S355JR,

S355J0,S355J2

Length of the rolled products


Length of the steel products Lengths between 8 and 24 m with increments of 0.1 m

Profile mix

Profile identifier

Profile dimensions mm Weight of 1m

kgSection depth h

Flange widthb

Web thickness s

Flange thicknesst

RadiusR

20B1S 200 100 5.5 8 11 21.3

25B1S 248 124 5 8 12 25.7

25B2S 250 125 6 9 12 29.6

30B1S 298 149 5.5 8 13 32.0

30B2S 300 150 6.5 9 13 36.7

35B1S 346 174 6 9 14 41.4

35B2S 350 175 7 11 14 49.6

40B1S 396 199 7 11 16 56.6

40B2S 400 200 8 13 16 66.0

45B1S 446 199 8 12 18 66.2

45B2S 450 200 9 14 18 76.0

50B2S 496 199 9 14 20 79.5

50B3S 500 200 10 16 20 89.7

60B1S 596 199 10 15 22 94.6

60B2S 600 200 11 17 22 106.0

20SH1S 194 150 6 9 13 30.6

25SH1S 244 175 7 11 16 44.1

30SH1S 294 200 8 12 18 56.8

35SH2S 340 250 9 14 20 79.7

40SH2S 390 300 10 16 22 107.0

45SH1S 440 300 11 18 24 124.0

50SH1S 482 300 11 15 26 114.0

50SH2S 488 300 11 18 26 128.0

Parallel flange I-beams (JIs G 3192:2008)Manufactured at the Hbeam plant of EVRAZ NTMK.

43www.evraz.com

Structural steel

Profile identifier

Profile dimensions mm Weight of 1m

kgSection depth h

Flange widthb

Web thickness s

Flange thicknesst

RadiusR

15K1S 150 150 7 10 11 31.5

20K2S 200 200 8 12 13 49.9

25K2S 250 250 9 14 16 72.4

30K2S 300 300 10 15 18 94.0

35K2S 350 350 12 19 20 136.0

40K2S 400 400 13 21 22 172.0

Note: tolerances on dimensions, shape, weight, fillet radius are under STO ASCHM 20-93.

Grade mix


SS400 JIS G 3101:2010 JIS G 3192:2008

Length of the rolled products


Length of the steel products Lengths between 6 and 12 m with the increments of 0.1 m

Profile mix

Profile identifier


Cross-sectional

area F cm2

Weight of 1 m

kg



Normal I-beams

10 B1 100 55 4.1 5.7 7 10.32 8.1 17.1 34.2 19.7 4.07 15.9 5.8 1.24

12 B1 117.6 64 3.8 5.1 7 11.03 8.7 257 43.8 24.9 4.83 22.4 7.0 1.42

12 B2 120 64 4.4 6.3 7 13.21 10.4 318 53.0 30.4 4.90 27.7 8.6 1.45

14 B1 137.4 73 3.8 5.6 7 13.39 10.5 435 63.3 35.8 5.70 36.4 10.0 1.65

14 B2 140 73 4.7 6.9 7 16.43 12.9 541 77.3 44.2 5.74 44.9 12.3 1.65

16 B1 157 82 4.0 5.9 9 16.18 12.7 689 87.8 49.5 6.53 54.4 13.3 1.83

16 B2 160 82 5.0 7.4 9 20.09 15.8 869 108.7 61.9 6.58 68.3 16.6 1.84

Parallel flange I-beams (GosT 26020 – 83)Products are manufactured at the medium-section mill “450” of EVRAZ ZSMK.

44


Grade mix


Class Grade

GOST 26020-83

S245 St3ps GOST 380-2005 GOST 380-2005GOST 26020-83

Exact length — 6.0–12.0

S255 St3sp GOST 380-2005 GOST 380-2005GOST 26020-83

S285 St3Gps GOST 380-2005 GOST 380-2005GOST 26020-83

S295 09G2 GOST 19281-89 GOST 19281-89GOST 26020-83

S345 09G2S GOST 19281-89 GOST 19281-89GOST 26020-83

Profile mix

Profile identifier


Cross-sectional

area F cm2

Weight of 1 m

kg



I-beams of an additional series (D)

35DB1 349 127 5.8 8.5 15 42.78 33.6 8540 489.4 279.4 14.13 291.5 45.9 2.61

40DB1 399 139 6.2 9.0 15 50.58 39.7 13050 654.2 374.5 16.06 404.4 58.2 2.83

45DB1 450 152 7.4 11.0 15 67.05 52.6 21810 969.2 556.8 18.04 646.2 85.0 3.10



Class Grade

GOST 26020-83

3sp GOST 380-2005 GOST 380-2005GOST 26020-83

Exact length – 8.0–24.0, increments of 0.1 m; random length

S255S285S345S375

GOST 27772-88 GOST 27772-88GOST 26020-83

265295325345

09G209G2S(D)

GOST 19281-89 GOST 19281-89GOST 26020-83

S235 (JR, J0, J2)S275 (JR, J0, J2)S355 (JR, J0, J2)

DIN EN 10025-2:2005 DIN EN 10025-1:2005DIN EN 10025-2GOST 26020-83

45www.evraz.com

Structural steel

Profile mix

Profile identifier


Cross-sectional

area F cm2

Weight of 1 m

kg

Axis values for reference Manufacturer

h b s t R r Ix, cm4 Wx, cm3 Sx, cm3 ix, cm iy, cm4 Wy, cm3 iy, cm

Special I-beam for coke and chemical industry (TU 14-102-192-2000)

KHM - 365 365 130 14.5 20.0 14 6 100.3 78.7 19961 1093.7 653 14.10 702.6 108.1 2.64 EVRAZ NTMK

Monorail I-beam (GOST 19425-74)

24M 240 110 8.2 14.0 11 4 48.7 38.3 4640 387 223 9.75 276 50.2 2.38 EVRAZ NTMK

30M 300 130 9.0 15.0 12 6 64.0 50.2 9500 633 364 12.20 480 73.9 2.74 EVRAZ NTMK

36M 360 130 9.5 16.0 14 6 73.8 57.9 15340 852 493 14.40 518 79.7 2.65 EVRAZ NTMK

45M 450 150 10.5 18.0 16 7 98.8 77.6 31900 1420 821 18.00 892 119.0 3.00 EVRAZ NTMK

Special I-beam for reinforcement of the pit shafts (GOST 19425-74)

22S 220 110 7.5 12.3 9.5 4.8 42.1 33.1 3400 310 178 9.00 228 41.5 2.32 EVRAZ DMZPetrovskogo

I-beam under GOST 8239-89

№18* 100 90 5.1 8.1 9 3.5 23.4 18.4 1290 143 81.4 7.42 82.6 18.4 1.88 EVRAZ NTMK

*The profile is manufactured at the heavy section plant of EVRAZ NTMK.


Section specification Steel code Chemistry specification Technical specification Supplied lengths, product length mClass Grade

TU 14-102-192-2000GOST 19425-74GOST 8239-89

3sp GOST 380-2005 GOST 380-2005TU 14-102-192GOST 19425-74GOST 8239-89

EVRAZ NTMK: exact length – 8.0–24.0, increments of 0.1 m; random length;ЕVRAZ DMZ Petrovskogo exact length 8.0–12.0;the exact length together with the random length (from 4.0 m — up to 15%); random length

S255S285S345S375

GOST 27772-88 GOST 27772-88GOST 19425-74GOST 8239-89

265295325345

09G209G2S(D)

GOST 19281-89 GOST 19281-89GOST 19425-74GOST 8239-89

Inclined flange I-beamsManufactured at the Hbeam and heavy section plants of EVRAZ NTMK, and at the rail and beam plant of EVRAZ DMZ Petrovskogo.

I-BEAM PROFILE:Axis values for reference:I – momentum of inertia;W – moment of resistance;S – first moment (half section)i – radius of inertia.

46


Profile mix

Channel number Dimension mm

Cross-sectional area F

cm2

Weight of 1 m

kg

Manufacturer

h b s t

Parallel flange hot rolled steel channels under GosT 8240-97, DsTU 3436-96

Channel № 8 P 80 40 4.2 7.4 8.98 7.050

ЕVRAZ DMZ Petrovskogo,EVRAZ ZSMK

Channel № 10 P 100 46 4.3 7.6 10.90 8.590

Channel № 12 P 120 52 4.3 7.9 13.30 10.400

Channel № 14 P 140 58 4.4 8.2 15.60 12.300

Channel № 16 P 160 64 4.4 8.5 18.10 14.200

Channel № 18 P 180 70 4.5 9.2 20.59 16.164


Channel № 20 P 200 76 4.6 9.6 23.46 18.414

Channel № 22 P 220 82 4.6 10.0 26.15 20.527

Channel № 24 P 240 90 4.8 10.6 30.19 23.698

Channel № 27 P 270 95 6.0 10.5 35.20 27.700

Channel № 30 P 300 100 6.3 11.4 40.88 32.090

Parallel flange hot rolled steel channels under DIn 1026-2:2002, en 10025-1:2004

UPE80 80 50 4.0 7.0 10.10 7.90

ЕVRAZ DMZ PetrovskogoUPE100 100 55 4.5 7.5 12.50 9.82

UPE120 120 60 5.0 8.0 15.40 12.10

UPE140 140 65 5.0 9.0 18.40 14.50

Inclined flange channels under GosT 8240-97

Channel № 16U 160 64 5.0 8.4 18.10 14.20

EVRAZ NTMK

Channel № 16aU 160 68 5.0 9.0 19.50 15.30

Channel № 18U 180 70 5.1 8.7 20.70 16.30

Channel № 18aU 180 74 5.1 9.3 22.20 17.40

Channel № 20U 200 76 5.2 9.0 23.40 18.40

Channel № 22U 220 82 5.4 9.5 26.70 21.00 EVRAZ ZSMK (rail rolling facility)

Channel № 24U 240 90 5.6 10.0 30.60 24.00 EVRAZ NTMK,EVRAZ ZSMK (rail steel facility)

cHannelsChannels are manufactured at the rail and structural steel plant of EVRAZ NTMK, at mill “450” of EVRAZ ZSMK, at mill “550” (all channels except for #27P) and at the rail and beam plant (channel #27P) of EVRAZ DMZ Petrovskogo.

CHANNEL SECTION:Axis values for reference:I – momentum of inertia;W – moment of resistance;S – first moment (half section);i – radius of inertia.

*The standard covers the parallel flange sections with flange depths of 80 mm to 400 mm.

47www.evraz.com

Structural steel

Channel number Dimension mm


cm2

Weight of 1 m

kg

Manufacturer

h b s t

Channel № 27U 270 95 6.0 10.5 35.20 27.70 EVRAZ NTMK

Channel № 30U 300 100 6.5 11.0 40.50 31.80

Channel № 40U 400 115 8.0 13.5 61.50 48.30 EVRAZ ZSMK (rail steel facility)

Inclined flange* channels under DIn 1026-1:2002, en 10025-1:2004

U80 80 45 6.0 8.0 11.00 8.64


U100 100 50 6.0 8.5 13.50 10.60

U120 120 55 7.0 9.0 17.00 13.40

U140 140 60 7.0 10.0 20.40 16.00

U160 160 65 7.5 10.5 24.00 18.80

U180 180 70 8.0 11.0 28.00 22.00

*The standard covers the inclined flange sections with flange depths of 30 mm to 400 mm.Hot rolled steel channel sections (U-shaped and UPE) are primarily manufactured from the steel grades set forth in DIN10025, sections 2-5.

48



Channel number Х–Х Y-Y Х0, cm

Ix, cm4 Wx, cm3 ix, cm Sx, cm3 iy, cm4 Wy, cm3 iy, cm

Channel № 8 P 89.8 22.5 3.16 13.30 13.90 5.31 1.24 1.38

Channel № 10 P 175.0 34.9 3.99 20.50 22.60 7.37 1.44 1.53

Channel № 12 P 305.0 50.8 4.79 29.70 34.90 9.84 1.62 1.66

Channel № 14 P 493.0 70.4 5.61 40.90 51.50 12.90 1.81 1.82

Channel № 16 P 750.0 93.8 6.44 54.30 72.80 16.40 2.00 1.97

Channel № 18 P 1123.82 124.87 7.388 71.35 102.88 21.73 2.235 2.265

Channel № 20 P 1589.7 158.97 8.23 90.58 138.29 26.80 2.428 2.44

Channel № 22 P 2165.11 196.83 9.10 111.69 180.93 32.575 2.63 2.645

Channel № 24 P 2995.64 249.64 9.96 141.28 253.13 41.64 2.896 2.92

Channel № 27 P 4180.0 310.0 10.90 178.00 314.00 46.70 2.99 2.78

Channel № 30 P 5975.85 398.39 12.09 229.08 405.77 57.24 3.15 2.91

UPE80 107.0 26.8 3.26 15.60 25.50 8.00 1.59 1.82

UPE100 207.0 41.4 4.07 24.00 28.30 10.60 1.75 1.91

UPE120 364.0 60.6 4.86 35.20 55.50 13.80 1.90 1.98

UPE140 600.0 85.6 5.71 49.40 78.80 18.20 2.07 2.17

Channel № 16U 747.0 93.4 6.42 54.10 63.30 13.80 1.87 1.80

Channel № 16aU 823.0 103.0 6.49 59.40 78.80 16.40 2.01 2.00

Channel № 18U 1090.0 121.0 7.24 69.80 86.00 17.00 2.04 1.94

Channel № 18aU 1190.0 132.0 7.32 76.10 105.00 20.00 2.18 2.13

Channel № 20U 1520.0 152.0 8.07 87.80 113.00 20.50 2.20 2.07

Channel № 22U 2110.0 192.0 8.89 110.00 151.00 25.10 2.37 2.21

Channel № 24U 2900.0 242.0 9.73 139.00 208.00 31.60 2.60 2.42

Channel № 27U 4160.0 308.0 10.90 178.00 262.00 37.30 2.73 2.47

Channel № 30U 5810.0 387.0 12.00 224.00 327.00 43.60 2.84 2.52

Channel № 40U 15220.0 761.0 15.70 444.00 642.00 73.40 3.23 2.75

U 80 106.0 26.5 3.10 15.90 19.40 6.36 1.33 1.45

U100 206.0 41.2 3.91 24.50 29.30 8.49 1.47 2.93

U120 364.0 60.7 4.62 36.30 43.20 11.10 1.59 3.03

U140 605.0 86.4 5.45 51.40 62.70 14.80 1.75 3.37

U160 925.0 116.0 6.21 68.80 85.30 18.30 1.89 3.56

U180 1350.0 150.0 6.95 89.60 114.00 22.40 2.02 3.75

49www.evraz.com

Structural steel


Manufacturer Profile specification Steel code Chemistry specification Technical specification Supplied lengths m

Class Grade

EVRAZ NTMK GOST 8240-97

3sp GOST 380-2005 GOST 380-2005GOST 8240-97

Exact length — 4.1–12.0; the multiple of the exact length;random length; length over 12 is subject to agreement

S255S285S345S375

GOST 27772-88GOST 27772-88GOST 8240-97

265295325345

09G209G2S(D)

GOST 19281-89GOST 19281-89GOST 8240-97

EVRAZ ZSMK GOST 8240-97

St3ps GOST 380-2005 GOST 8240-97GOST 535-2005

Exact length — 4.1–12.0; the multiple of the exact length; random length; length over 12 is subject to agreement

С245 St3sp GOST 380-2005 GOST 27772-88GOST 8240-97С285 St3Gps GOST 380-2005

С295 09G2 GOST 19281-89 GOST 19281-89GOST 8240-97С345 09G2S GOST 19281-89


DSTU 3436-96 (GOST 8240-97)

st Зsp. ps.st 5sp, ps,09G2S

DSTU 2651-2005GOST 5521-93GOST 6713-91GOST 19281-89

DSTU 3436-96 (GOST 8240-97)

Exact length — 12.0; 11.7; 9.0; 6.0

DIN 1026-1-2000,DIN 1026-2-2000

S.235JRS.275JRS.355JR

DIN EN 10025, sections 1,2DIN 1026-1-2000,DIN 1026-2-2000,DIN EN 10279-2000

The length is to be agreed upon during the P.O. execution

Parallel flange channel DIN 1026-2 Inclined flange channel. DIN 1026-1

s

50


Profile mix

Dimension mm

Cross-sectional area cm2

Weight of 1 m kg

Manufacturer

b t R r

25 4 3.5 1.2 1.86 1.46

EVRAZ ZSMK

32 4 4.5 1.5 2.43 1.91

35 45

4.54.5

1.51.5

2.673.28

2.102.58

40 45

5.05.0

1.71.7

3.083.79

2.422.98

50 56

5.55.5

1.81.8

4.805.69

3.774.47

63 56

7.07.0

2.32.3

6.137.28

4.815.72

70 5678

8.08.08.08.0

2.72.72.72.7

6.868.159.42

10.67

5.386.397.398.37

EVRAZ ZSMK EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo

75 56789

9.09.09.09.09.0

3.03.03.03.03.0

7.398.78

10.1511.5012.83

5.806.897.969.02

10.70

EVRAZ ZSMKEVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK,EVRAZ ZSMK

80 678

9.09.09.0

3.03.03.0

9.3810.8512.30

7.368.519.65

EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo

90 6789

10.010.010.010.0

3.33.33.33.3

10.6112.2813.9315.60

8.339.64

10.9312.20

EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo

100 6.578

101216

12.012.012.012.012.012.0

4.04.04.04.04.04.0

12.8213.7515.6019.2422.8029.68

10.0610.7912.2515.1017.9023.30

EVRAZ ZSMK, EVRAZ DMZ PetrovskogoEVRAZ ZSMK, EVRAZ DMZ PetrovskogoEVRAZ ZSMK, EVRAZ DMZ PetrovskogoEVRAZ ZSMK, EVRAZ DMZ PetrovskogoEVRAZ ZSMK

110 78

12.012.0

4.04.0

15.1517.20

11.8913.50 EVRAZ ZSMK

125 89

10121416

14.014.014.014.014.014.0

4.64.64.64.64.64.6

19.6922.0024.3328.8933.7737.70

15.4617.3019.1022.6826.2029.65

EVRAZ ZSMK, EVRAZ DMZ PetrovskogoЕVRAZ DMZ PetrovskogoEVRAZ ZSMK, EVRAZ DMZ PetrovskogoEVRAZ ZSMK, EVRAZ DMZ PetrovskogoEVRAZ ZSMKEVRAZ ZSMK

HoT RolleD anGlesequal angles under GosT 8509-93 The products are manufactured at the light section mill “250-1”; at the medium section mill “450” of EVRAZ ZSMK, at the heavy section plant of EVRAZ NTMK, and at mill “450” EVRAZ DMZ Petrovskogo.

ANGLE SECTION:Axis values for reference:I – momentum of inertia;W – moment of resistance;S – first moment (half section)i – radius of inertia.

51www.evraz.com

Structural steel

Dimension mm


Weight of 1 m kg

Manufacturer

b t R r

140 91012

14.0 4.6 24.7227.3332.49

19.4121.4525.50

EVRAZ NTMK

160 10111214161820

16.0 5.3 31.4334.4237.3943.5749.0754.7960.40

24.6727.0229.3534.2038.5243.0147.41

EVRAZ NTMK

180 1112

16.0 5.3 38.8042.19

30.4733.12 EVRAZ NTMK

200 161820

18.0 6.0 61.9869.3076.54

48.6554.4060.08

EVRAZ NTMK

200 x 200 x 18 angles can be manufactured upon agreement.


b mm

t mm

Х–Х Х0–Х0 Y0–Y0 Ixy, cm4

Х0, cm

Ix, cm4 Wx, cm3 ix, cm Ix0 max, cm4 ix0 max, cm iy, cm4 Wy, cm3 iy, cm

25 4 1.03 0.59 0.74 1.62 0.93 0.44 0.41 0.48 0.59 0.76

32 4 2.26 1.00 0.96 3.58 1.21 0.94 0.71 0.62 1.32 0.94

35 45

3.013.61

1.211.47

1.061.05

4.765.71

1.331.32

1.251.52

0.881.02

0.680.68

1.752.10

1.011.05

40 45

4.585.53

1.601.95

1.221.21

7.268.75

1.531.52

1.902.30

1.191.39

0.780.78

2.683.22

1.131.17

50 56

11.2013.07

3.133.69

1.531.52

17.7720.72

1.921.91

4.635.45

2.302.63

0.980.98

6.577.65

1.421.46

63 56

23.1027.60

5.055.98

1.941.93

36.8042.91

2.442.43

9.5211.18

3.874.44

1.251.24

13.7015.90

1.741.78

70 678

37.5842.9848.16

7.438.579.68

2.152.142.12

59.6468.1976.35

2.712.692.68

15.5217.7719.97

5.666.316.99

1.381.371.37

22.1025.2028.20

1.941.992.02

75 56789

39.5346.5753.3459.8466.10

7.218.579.89

11.1812.43

2.312.302.292.282.27

62.6573.8784.6194.89

104.72

7.912.902.892.872.86

16.4119.2822.0724.8027.48

5.746.627.438.168.91

1.491.481.471.471.46

23.1027.3031.2035.0038.60

2.022.062.102.152.18

80 678

56.9765.3173.36

9.8011.3212.80

2.472.452.44

90.40103.60116.39

3.113.093.08

23.5426.9730.32

7.608.559.44

1.581.581.57

33.4038.3043.00

2.192.232.27

90 6789

82.1094.30

106.11118.00

12.4914.4516.3618.29

2.782.772.762.75

130.00149.67168.42186.00

3.503.493.483.46

33.9738.9443.8048.60

9.8811.1512.3413.48

1.791.781.771.77

48.1055.4062.3068.00

2.432.472.512.55

100 6.578

101216

122.10130.59147.19178.95208.90263.82

16.6917.9020.3024.9729.4738.04

3.093.083.073.053.032.98

193.46207.01233.46283.83330.95416.04

3.893.883.873.843.813.74

50.7354.1660.9274.0886.84

111.61

13.3814.1315.6618.5121.1025.79

1.991.981.981.961.951.94

71.4076.4086.30

110.00122.00152.00

2.682.712.752.832.913.06

52


b mm

t mm

Х–Х Х0–Х0 Y0–Y0 Ixy, cm4

Х0, cm

Ix, cm4 Wx, cm3 ix, cm Ix0 max, cm4 ix0 max, cm iy, cm4 Wy, cm3 iy, cm

125 89

10121416

294.36327.48359.82422.23481.76538.56

32.2036.0039.7447.0654.1761.09

3.873.863.853.823.803.78

466.76520.00571.04670.02763.90852.84

4.874.864.844.824.784.75

121.98135.88148.59174.43199.62224.29

25.6728.2630.4534.9439.1043.10

2.492.482.472.462.452.44

172.00192.00211.00248.00282.00315.00

3.363.403.453.533.613.68

140 91012

465.72512.29602.49

45.5550.3259.66

4.344.334.31

739.42813.62956.98

5.475.465.43

192.03210.96248.01

35.9239.0544.97

2.792.782.76

274.00301.00354.00

3.763.823.90

160 10111214161820

774.24844.21912.89

1046.471175.191290.241418.85

66.1972.4478.6290.77

102.64114.24125.60

4.964.954.944.924.894.874.85

1229.101340.061450.001662.131865.732061.032248.26

6.256.246.236.206.176.136.10

319.33347.77375.78430.81484.64537.46589.43

52.5256.5360.5368.1575.9282.0890.02

3.193.183.173.163.143.133.12

455.00496.00537.00615.00690.00771.00830.00

4.304.354.394.474.554.634.70

180 1112

1216.441316.62

92.47100.41

5.605.59

1933.102092.78

7.067.04

499.78540.45

72.8678.15

3.593.58

716.00776.00

4.854.89

200 1618*

20

2362.572620.642871.47

163.37182.22200.37

6.176.156.12

3755.394164.544860.42

7.787.757.72

969.741076.741181.92

123.77135.48146.62

3.963.943.93

1393.001544.001689.00

5.545.625.70


Section specification Steel code Chemistry specification Technical specification Manufacturer

Class Grade

GOST 8509-93

3sp GOST 380-2005 GOST 380-2005GOST 8509-93 EVRAZ NTMK

S255S285S345S375

GOST 27772-88 GOST 27772-88GOST 8509-93 EVRAZ NTMK

265295325345

09G209G2S(D)

GOST 19281-89 GOST 19281-89GOST 8509-93 EVRAZ NTMK

S235 (JR, J0, J2) S275 (JR, J0, J2) S355 (JR, J0, J2)

DIN EN 10025-2DIN EN 10025-1DIN EN 10025-2GOST 8509-93

EVRAZ NTMK

GOST 8509-93

St3ps GOST 380-2005 GOST 535-2005GOST 8509-93 EVRAZ ZSMK

S245 St3sp GOST 380-2005 GOST 27772-88GOST 8509-93 EVRAZ ZSMK

S295 09G2 GOST 19281-89 GOST 27772-88GOST 8509-93 EVRAZ ZSMK

S345 09G2S GOST 19281-89 GOST 19281-89GOST 8509-93 EVRAZ ZSMK

10HSND15HSND GOST 6713-91 GOST 6713-91

GOST8509-93 EVRAZ ZSMK

GOST 8509-93

3sp, 3ps GOST 380-2005 GOST 380-2005GOST 8509-93 EVRAZ DMZ Petrovskogo

09G2S GOST 19281-89 GOST 19281-89GOST 8509-93 EVRAZ DMZ Petrovskogo

53www.evraz.com

Structural steel

Additional characteristics

Supplied lengths, bar lengths m

Exact length – 6.0–12.0 (EVRAZ NTMK), 4.0–12.0 (EVRAZ ZSMK);exact length – 6.0; 9.0; 11.7; 12.0 (EVRAZ DMZ Petrovskogo) the multiple of the exact length;random length

Maximum flange thickness deviations mm

Normal accuracy – from +0.3/–0.6 up to +0.4/–0.7 (EVRAZ DMZ Petrovskogo, EVRAZ NTMK, EVRAZ ZSMK);increased accuracy – from +0.2/–0.5 up to +0.3/–0.6 (EVRAZ DMZ Petrovskogo, EVRAZ NTMK);

Length deviations m

From 4 to 6 +0.05 (EVRAZ NTMK, EVRAZ ZSMK);from 6 +0.07 (EVRAZ NTMK, EVRAZ ZSMK);6 +0.03; over 6 +0.05 (EVRAZ DMZ Petrovskogo)

Angle twist Not more than 0.4% of length

Regulated technical characteristics Tensile strength Yield stress Elongation Cold bendingImpact strengthWeldability guarantee

Packing Tied bundles up to 10 t

Marking Metal or plastic tags

Profile mix

Angle number Dimension mm


Weight of 1 m kg

Axial inclination tg α

Manufacturer

B b t R r

16/10 160 100 10 13.0 4.3 25.28 19.85 0.390 EVRAZ NTMK

20/12.5 200 125

11121416

14.0 4.7

34.8737.8943.8749.77

27.3729.7434.4339.07

0.3920.3920.3900.388

EVRAZ NTMK


Angle number

t mm

Х–Х Y–Y U–U Y0 cm

Х0 cm

Ixy cm4

Ix, cm4 Wx, cm3 ix, cm Iy, cm4 Wy, cm3 iy, cm Iu min, cm4 Wu, cm3 iu min, см

16/10 10 666.59 61.91 5.13 204.09 26.42 2.84 121.16 22.02 2.19 2.28 5.23 213.0

20/12.5 11121416

1449.021568.191800.832026.08

107.31116.51134.64152.41

6.456.436.416.38

446.36481.93550.77616.66

45.9849.8557.4364.83

3.583.573.543.52

263.84285.04326.54366.99

38.2741.4547.5753.56

2.752.742.732.72

2.792.832.912.99

6.506.546.626.71

465.0503.0575.0643.0

Unequal angles (GosT 8510-86) Manufactured at the heavy section shop of EVRAZ NTMK.

ANGLE SECTION:Axis values for reference:I – momentum of inertia;W – moment of resistance;S – first moment (half section)i – radius of inertia.

54



Section specification Steel code Chemistry specification Technical specification

Class Grade

GOST 8510-86

GOST 8510-86 GOST 380-2005 GOST 380-2005GOST 8510-86

S255S285S345S375

GOST 27772-88 GOST 27772-88GOST 8510-86

265295325345

09G209G2S(D)

GOST 19281-89 GOST 19281-89GOST 8510-86

375390

12G2F12G2FD TU 14-1-53-91-99 TU 14-1-53-91-99

GOST 8510-86

S275 (JR, J0, J2)S355 (JR, J0, J2) DIN EN 10025-2:2005 DIN EN 10025-1:2005

Supply conditions

Supplied lengths, bar lengths m


Maximum flange thickness deviations mm

Normal accuracy – from +0.3/–0.6 up to +0.4/–0.7;Increased accuracy – from +0.2/–0.5 up to +0.3/–0.6

Length deviations m

From 4 up to 6 +0,05;from 6 +0.07

Angle twist within 0.4% of the length

Regulated technical characteristics Tensile strength Yield stress Elongation Cold bendingImpact strengthWeldability guarantee

Packing Tied bundles up to 10 t

Marking On metal or plastic tags

55www.evraz.com

Structural steel

Profile mix

Nominal diameter of inscribed circle d mm

Maximum deviation mm


Weight of 1 m kg

32

± 0.4- 0.7

8.868 6.962

36 11.224 8.811

41 14.450 11.430

The rolled bars comply to GOST 2879-2008 requirements.Normal rolling accuracy — V1, exact length — MD, blunted angles according to group BU, and bow under class III.The bar is made from the following steel grades: St3sp, St3ps as per GOST 380-2005;20, 35 according to GOST 1050-88; 40Х as per GOST 4543-71.

HeXaGonal baRHot rolled steel hexagonal bar

Hexagonal bar with inscribed circle diameters of 32, 36 and 41 mm, made into bolts and nuts.

The bar is manufactured at mill “450” of EVRAZ ZSMK rail rolling facility.

56


sHeeT PIles Sheet piles are produced at the Hbeam mill of EVRAZ NTMK and the heavy section mill of EVRAZ Vitkovice Steel.

EVRAZ group manufactures the most widely used type of piles: sheet piles with Larssentype locks.The piles are transported by railway and trucks. The piles are supplied in a range of lengths from 6 to 24 m; any shorter lengths can be supplied upon agreement.The piles are bundled for crane lifting.


Section

Profile dimensions mm Cross

section area

WeightMomen tum

of inertia

Elastic section

modulus

Static moment

Plastic section

modulus

Class

B H t s

Single pile Wall

2351

S 24

0GP2 ,

2401

С 25

53

S 27

0GP2 ,

2701

С 28

53

S 32

0GP2 ,

3201

3454

С 34

53

S 35

5GP2 ,

3551

cm2/m kg/m kg/m2 cm4 cm3/m cm3/m cm3/m

IIIn 400 290 13.0 9.0 198.1 62.2 155.5 23206 1600 893 1785 2 2 2 2

VL 504A 500 340 11.2 8.7 161.7 63.5 126.9 24198 1423 810 1619 2 2 2 2

VL 504 500 340 12.0 9.0 169.7 66.6 133.2 25575 1504 854 1709 2 2 2 2

VL 504K 500 340 13.0 9.3 179.1 70.3 140.6 27233 1602 908 1816 2 2 2 2

VL 507A 500 437 17.5 10.2 235.2 92.3 184.7 61185 2800 1601 3202 2 2 2 2

VL 601 600 310 7.5 6.4 98.3 46.3 77.2 11530 744 432 864 2 2 3 3

VL 601К 600 310 7.8 6.8 102.9 48.5 80.8 12019 775 452 903 2 2 3 3

VL 602A 600 310 8.0 7.3 109.0 51.3 85.5 12499 806 472 943 2 2 2 3

VL 602 600 310 8.4 7.6 113.3 53.4 89.0 13046 842 492 984 2 2 2 2

VL 602K 600 310 8.8 7.9 117.7 55.4 92.4 13590 877 513 1025 2 2 2 2

VL 603A 600 320 9.0 8.0 130.6 61.5 102.5 18205 1138 635 1271 3 3 3 4

VL 603 600 320 9.6 8.2 136.3 64.2 107.0 19199 1200 669 1338 3 3 3 3

VL 603K 600 320 9.8 9.0 143.9 67.8 113.0 19853 1241 694 1389 3 3 3 3

VL 603Z 600 322 10.0 10.0 153.1 72.1 120.2 20930 1300 732 1464 2 3 3 3

VL 603Z11 600 320 11.0 11.0 166.9 78.6 131.0 22470 1404 792 1583 2 2 3 3

VL 604A 600 390 9.6 8.8 150.8 71.0 118.4 30495 1564 885 1770 3 3 3 3

VL 604 600 390 10.0 9.0 155.2 73.1 121.9 31548 1618 915 1830 2 3 3 3

VL 604K 600 390 10.4 9.2 159.7 75.2 125.4 32600 1672 945 1890 2 3 3 3

VL 604Z 600 390 10.8 10.0 168.8 79.5 132.5 34087 1748 992 1985 2 2 3 3

VL 604D 600 390 10.9 8.7 158.6 74.7 124.5 33330 1709 961 1921 2 2 3 3

VL 604E 600 390 12.3 9.0 170.2 80.2 133.6 36623 1878 1053 2107 2 2 2 2

VL 605A 600 420 10.7 9.0 162.5 76.5 127.5 38243 1821 1035 2070 2 2 3 3

VL 605 600 420 12.3 9.2 174.2 82.1 136.8 42433 2021 1143 2286 2 2 2 2

VL 605K 600 420 12.4 10.0 182.0 85.7 142.9 43435 2068 1176 2352 2 2 2 2

VL 606A 600 430 13.4 9.0 181.3 85.4 142.3 47402 2205 1243 2487 2 2 2 2

57www.evraz.com

Structural steel

Section

Profile dimensions mm Cross

section area

WeightMomen tum

of inertia

Elastic section

modulus

Static moment

Plastic section

modulus

Class

B H t s

Single pile Wall

2351

S 24

0GP2 ,

2401

С 25

53

S 27

0GP2 ,

2701

С 28

53

S 32

0GP2 ,

3201

3454

С 34

53

S 35

5GP2 ,

3551

cm2/m kg/m kg/m2 cm4 cm3/m cm3/m cm3/m

VL 606 600 430 15.8 9.3 199.3 93.9 156.4 53785 2502 1406 2812 2 2 2 2

VL 606K 600 430 16.0 10.0 206.5 96.2 160.4 54912 2554 1441 2883 2 2 2 2

L5UM 506 470 23.0 11.0 290.2 113.9 228.0 76437 3555 2017 4034 2 2 2 2 2 2 2 2 2

1 Strength class under TU 0925-008-00186269-2012.2 Strength class according to EN 10248-1.3 Strength class according to GOST 27772-88.4 Strength class according to GOST 19281.

From 2011, EVRAZ companies have been manufacturing increased strength sheet piles type L5-UM from steel strength class 345 and higher.In terms of performance, strength classes 240, 270, 320, 355 correspond to S240GP, S270GP, S320GP, S355GP under EN 10248-1.

Steel chemistry

Strength class Weight percentage %

С max

Mn max

Si max

P max

S max

N max

235* 0.040 0.040

S240GP**, 240* 0.20 0.045 0.045 0.009

С255*** 0.22 0.65 0.15-0.30 0.040 0.050

S270GP**, 270* 0.24 0.045 0.045 0.009

C285*** 0.22 0.65 0.15-0.30 0.040 0.050

S320GP**, 320* 0.24 1.60 0.55 0.045 0.045 0.009

345**** 0.22 1.60 0.90 0.035 0.040 0.012

C345*** 0.15 1.30-1.70 0.80 0.035 0.040 0.008

S355GP**, 355* 0.24 1.60 0.55 0.045 0.045 0.009

Sheet piles can be produced from increased corrosion resistant steel due to the inclusion of copper alloying:class 320, 355 under TU 0925-008-00186269-2012:

with increased copper 0.20–0.35% (320D1, 355D1), with high copper 0.35–0.50% (320D2, 355D2);

class 345 under GOST 19281-89, S345 under TU 27772-88: with copper 0.15–0.30% (345D, С345D).

Sheet piles are manufactured from weldable steel, enabled by the steel’s chemical composition with limited carbon equivalent that is not to exceed 0.45%.

58


Profile mix

Steel grade Length mm

Width Вmm

Thickness Нmm

St 0-St 5, Gps,10-35, 09G2S, 09G2D, A, B, D

3000, 3500, 4000, 4500,5000, 5500, 6000

1400, 1420, 1500, 1600

5; 5.5; 6; 6.5; 7; 7.5

40-50, 35G2 3000, 3500, 4000, 4500,5000, 5500, 6000

1400, 1420, 1500, 1600

7; 7.5

St 0-St 5, Gps, 10-50, 09G2S, 09G2D, 5G2, A, B, D

3000, 3500, 4000, 4500,5000, 5500, 6000

1250, 1400,1420, 1500, 1600, 1700, 1800

8; 8.5; 9; 9.5; 10; 10.5; 11; 11.5; 12;12.5; 13; 13.5; 14; 14.5; 15; 15.5; 16; 16.5

1250, 1400,1420, 1500, 1600

17; 17.5; 18; 18.5

3000, 3500, 4000, 4500,5000, 5500, 6000

1250, 1400,1420, 1500, 1600

19; 19.5; 20; 20.5; 21; 21.5; 22

3000, 3500, 4000, 4500,5000, 5500, 6000

1250, 1400, 1420

22.5; 23; 23.5; 24; 24.5; 25

3000, 3500, 4000, 4500, 5000, 5500

1250, 1400, 1420, 1500

22.5; 23; 23.5; 24; 24.5; 25

3000, 3500, 4000, 4500, 5000

1250, 1400, 1420, 1500, 1600

22.5; 23; 23.5; 24; 24.5; 25

Plates of 1800 mm width and of lengths of 3000 mm to 6000 mm are manufactured with a gauge range of 8 to 16.5 mm. Can be transported by railway or automobile.

commercial quality platesComplies with the requirements of GOST 19903-74, GOST 14637-89 and GOST 380-2005.Produced from steel grades St 0, St3-St5 (kp, ps, sp), StЗGps, St3Gps, St5Gps as per GOST 380-2005 (categories 1-5).

Quality structural plates for cold stampingComplies with the requirements of GOST 1577-93. Produced from steel grades: 10, 15, 20, 25, 30, 35, 40, 45, 50 as per GOST 1050-88. Manufactured from high strength steel under GOST 19281-89.Complies with the requirements of GOST 19903-74. Produced from steel grades 09G2S, 09G2D under GOST 19281-89.

corrugated plates with lentil patternGauges from 8 mm to 12 mm under GOST 8568-77 and 5 mm, 6 mm under TU 0970-182-05757676-2012.The plates are produced from steel grades St3 under GOST 380-2005, 09Г2С and GOST 19281-89.

Plates for ship building (River register)Produced under GOST 5521-93. Produced from steel grades А, В, D.

flaT PRoDUcTsFlat products are manufactured at the plate mill of EVRAZ ZSMK rail rolling facility.

Hot rolled thick steel plates

H

В

59www.evraz.com

Structural steel

Hot rolled steel stripProduced at mill “450” of the rail mill of EVRAZ ZSMK.

Profile mix

Width Bmm

Thickness Hmm

Technical specification and regulations for the product mix

Steel grade Supplied lengths, bar length

90-170

60-70

12-50

14-40

GOST 103-2006, GOST 380-2005

GOST 535-2005, GOST 14959-79

St3sp, St5sp as per GOST 380-2005

50HG as per GOST 14959-79

The product can be supplied to exact length, and in multiples of exact lengths and of random length.The product is tied into the bundles of up to 5 tons and transported by railway.

Maximum deviation from the exact lengths and that from the multiple of the exact length: (+30) mm – up to 4 m; (+50) mm – over 4 m and up to 6 m; (+70) mm – over 6 m and up to 12 m.

Camber of the strip is not to exceed 0.5% of the length. Bow to within 1 meter of length:

is not specified if the strip gauge is up to 12 mm; not to exceed 30 mm if the strip gauge is over 12 mm and up to 36 mm; not to exceed 10 mm if the strip gauge is between 36 mm and 80 mm;

The following defects are tolerated on the surface of the product: scattered scratch marks, dents, ripplings (depth within half the dimension tolerance), as well as blisters and sand marks, not exceeding 1/4 of the dimension tolerance, however within 0.20 mm, measured from the actual dimension.

InDUsTRIal sTeel

62


Profile mix

Profile number Weight of 1 m kg

Dimensions mm

Manufacturer

h b1 b5 b h2 d d1

SVP 17 17.1 94.0 60.0 91.5 131.5 23.0 8.5 5.7 EVRAZ ZSMK

SVP 19 19.2 102.0 60.0 94.0 136.0 24.0 9.5 6.0 EVRAZ ZSMK

SVP 22 21.9 110.0 60.0 99.5 145.5 25.5 11.0 6.2 ЕVRAZ DMZ PetrovskogoEVRAZ NTMK, EVRAZ ZSMK

SVP 27 27.0 123.0 59.5 99.5 149.5 29.0 13.0 7.4 ЕVRAZ DMZ PetrovskogoEVRAZ NTMK, EVRAZ ZSMK

SVP 33 33.39 137.0 66.0 110.0 166.0 32.0 14.5 7.9 ЕVRAZ DMZ Petrovskogo

Material and shape specification

Section specification Steel grade

Chemistry specification Technical specification Supplied lengths, bar lengths m

Manufacturer

GOST 18622-83 St5sp GOST 380-2005 GOST 535-2005,TU 0931-126-00186269-2011GOST 535-2005,GOST 18622-83 (class 2)

exact length – 3.0–12.0 m; the multiple of the exact length;random length

EVRAZ NTMK

GOST 18622-83 St5sp/ps GOST 535-2005GOST 18622-83 (class 2)

exact length – 9.0–12.0 m; the multiple of the exact length; random length

EVRAZ ZSMK,ЕVRAZ DMZ Petrovskogo

The product is tied into the 10 t bundles.

Reference axis values

Profile number Profile dimensions mm


Weight of 1 m kg

Х–Х Y–Y

R1 R2 R3 R4 Ixmin, сm4 Wxmin, сm3 Wxпл, сm3 Iy, сm4 Wy, сm3

SVP 17 6.0 7.0 5.0 6.0 21.73 17.1 243.4 50.3 69 382.3 57.9

SVP 19 6.0 8.0 5.0 6.0 24.44 19.2 322.8 61.3 88 464.0 67.0

SVP 22 6.0 8.0 5.0 6.0 27.91 21.9 428.6 74.8 99 566.3 77.8

SVP 27 6.0 10.0 5.0 6.0 34.37 27.0 646.1 100.2 137 731.5 97.8

SVP 33 6.0 11.0 6.0 7.0 42.53 33.39 999.5 138.5 190 1228.0 148.0

mIne WoRKInG sUPPoRT secTIons (PIT PRoPs)

Axis values for reference:I – momentum of inertia;W – moment of resistance;S – first moment (half section)i – radius of inertia.

Products are manufactured at the heavy section plant of EVRAZ NTMK, at the medium section mill “450” of EVRAZ ZSMK, at mill “550” (SVP 22, SVP 27), and at the rail and beam plant of EVRAZ DMZ Petrovskogo (SVP 33).

63www.evraz.com

Industrial steel

monoRaIl

М200

Product is manufactured at medium section mill “450” (structural steel facility), and at the rail and beam mill (rail rolling facility) of EVRAZ ZSMK.


Name Weight of 1 m kg

Steel grade Product mix standard and technical requirements

Chemistry specification Length m

DP 155 24.00 09G2S TU 0925-274-05757676-2009 GOST 380-2005GOST 19281-89GOST 27772-88

Exact length – 6.1 or 9.1

М200 47.48 St5Gps TS 14788411-85-2008 GOST 22536.0GOST 22536.11GOST 17745-90GOST 18895-97

The multiple of the exact length, not to exceed three multiples (length of a multiple – 3.02 m)

DP 155

64


Profile mix

Nominal diameter

mm

Tolerances on nominal

diametermm

Nominal volume

cm3

Nominal weight

kg

Product mix standard and technical requirements

Hardness HRCe (HB), at least, for groups

1 2 3 4*

On the ball surface At the depth equal to ½ of

the ball radius

40 ±2.0 37.4 0.294 GOST 7524-89 43 (401) 49 (461) 55 (534) 55 (534) 45 (415)

60 ±3.0 125 0.980

(70) 204 1.600

80 299 2.350 40 (352) 42 (375) 52 (495) – –

(90) ±4.0 435 3.410

100 589 4.620

120 ±5.0 1023 8.030 35 (302) 38 (331) 50 (477) – –

*Material for hardness group 4 is to be agreed upon in the P.O.The balls of nominal diameter of 40 mm are manufactured from imported feedstock.The balls in parenthesis are not currently manufactured.

GRInDInG balls

evRaZ nTmK

The balls are subdivided into the hardness groups below:1 – normal hardness for general duty;2 – increased hardness for general duty;3 – high hardness for crushing ferrous ores;4 – ultra high hardness for crushing non-ferrous ores,

cement and refractories.

The products are manufactured at the grinding ball plant.

65www.evraz.com

Industrial steel

Profile mix

Nominal ball diameter

mm

Tolerances on nominal

diametermm

Nominal volume

cm3

Nominal weight

kg


Hardness HRCe (HB), at least for groups

1 2 3 4

On the ball surface At the depth equal to ½ of

the ball radius

40 ±2.0 37.4 0.294 GOST 7524-89,ТТ 14788411-93-2009

43 (401) 49 (461) 55 (534) 55 (534) 45 (415)

50 ±3.0 74 0.580

60 125 0.980

70 204 1.600

80* 299 2.350 40 (352) 42 (375) 52 (495) 52 (514)

90 ±4.0 435 3.410 – –

100* 589 4.620 52 (514) 45 (415)

120 ±5.0 1023 8.030 35 (302) 38 (331) 50 (477) – –

* 80 mm and 100 mm balls are manufactured from steel grade SH2L under TT 14788411-93-2009.

evRaZ ZsmKProducts are manufactured at the grinding ball mills SHPS-1 and SHPS-2 of the rail rolling facility.

Analysis and hardness of grinding balls from grade SH2L

Weight Percentage %

Hardness HRCe (HB), at least

C Mn Si P S Cr Ni Cu

not to not to

0.65-0.75 0.70-0.80 0.20-0.35 0.035 0.035 0.50-0.60 0.30 0.30 - ball surface – 52 (514);- at a depth equal to 1/2 of the ball radius – 45 (415)

Balls are delivered either in bulk or in bags of 1 t.

66



Specificationsection


cm2

Weight of 1 mkg

Steel code Chemistry specification Technical specification Supplied lengths,bar lengthsmClass Grade

TU 14-102-148-93 86.5 67.9 – 40GR TU 14-102-140GOST: 4543

TU 14-102-148-93 Exact length – 4.1–10.5 m; the multiple of the exact length; random length

– 30G2R TU 14-102-148GOST: 4543

TU 14-102-148-93

Main parameters

Section type Steel grade Product mix standard and technical requirements

Chemistry specification

Parameters mm

Cross section area cm²

Weight of 1 mkg

Н В S b

1Ts E76 STO 14788411-003-2007 GOST R 51685-2000 90 103 63 97.4 81.6 64.0

2Ts 125 103 63 95.2 115.3 90.5

sIDe baR foR mInInG TRoUGH 230

GRInDInG mIll lInInG secTIons

sections 1ts, 2tsThe sections are manufactured at mill “450” of the rail rolling facility of EVRAZ ZSMK.

Manufactured at the heavy section shop of EVRAZ NTMK.

The sections are supplied untested (mechanical properties).The sections are straight. The bow of the finished bar along the face and the flange is not to exceed 10 mm on 1 m of length.The bars are supplied in the lengths below: 1Ts section — 3,450 mm – 5,800 mm; 2Ts section — 3,450 mm – 4,000 mm;

Length tolerance (-20)...(30) mm.Twist is not to exceed 2 mm on 1 m of the length.The bars are tied into bundles and transported on railcars.

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Industrial steel


Type Weight of 1 m kg

Steel grade Standard Supplied lengths, bar length

Hunch plate for orepulverizing mills(Fig. 1)

237.0 75G2FU,75G2F,75G2

TU U 322-233-235-95 The multiples of the exact length between 1.0 m and 11.5 m without bolt holes. Random lengths may be supplied and total at least 10% of the lot weight.

Exact length between 8.0 m and 8.8 m(to be agreed upon with the customer).Length tolerance +100/-0 mm.Without bolt holes

Reinforced wedge bar for ore-pulverizing mills (Fig. 3)

115.4

Hunch plate for coal mills (Fig. 2) 107.9

lining plate for drum mills

Manufactured at the rail plant of EVRAZ DMZ Petrovskogo.

The hunch plates for the coal mills are used for drum mills type Sh-50, Sh-25 installed at the thermal plants. The hunch plates for ore pulverizing are used in the drum mills intended for fine grinding of ores.

Fig. 1

Fig. 2

Fig. 3

68


Profile mix

Manufacturer/mill

Diameter mm

Application Steel grade Chemistry specification Technical specification Supplied lengths, bar length m

ЕVRAZ DMZ Petrovskogo/PTs-1

90, 100, 120 For grinding media

60G, 65G, 70G, PT70sp

TU U 27.1-31632138-1386:2011 TU U 27.1-31632138-1386:2011 Exact length from 3 m to 6 m, multiples of the exact length, random length of not to exceed 10% of the lot size. Tolerances for the exact lengths — +25/-50 mm

EVRAZ NTMK/Heavy section plant

70, 75, 80, 85, 90, 100, 105, 110, 115, 120, 130, 140, 150

For rod mills 60 GOST 1050-88 TU 14-1-1586-2006 Exact length — 4.1 m–6.0 m; multiples of the exact length; random length65-85, 60G,

65G, 70GGOST 14959-79

* Round bars diameter up to 100 mm under the technical requirements of GOST 19281-89.

Ring grade mix

Product name Steel grade Chemistry specification Technical specification

Rings for truckmounted, tower cranes and other machines 55, 60 GOST 1050-88 TU 14-2R-408-2006

Quality carbon steel rings 20, 25, 30, 35, 40, 45, 50, 55, 60 GOST 1050-88 TU 14-2R-408-2006

Alloy steel rings 40HN, 55F TU 14-2R-408-2006 TU 14-2R-408-2006

45HNM TU 14-102-182-98 TU 14-102-182-98

RoUnD baRs

RInGs

Products are manufactured at EVRAZ DMZ Petrovskogo and EVRAZ NTMK.

Manufactured at the wheel and tire plant of EVRAZ NTMK.

Ring dimensions, mm:Outside diameter (D) 900–2675Inside diameter (D) 740–2310Height (H) 80–180Ring thickness (D - d)/2 80–180Ring weight, kg 280–970

For the shaped wheels: ShoulderHeight, mm (h), 30–65Groove depth, mm (D - D1)/2 or (D1 - d)/2, 10–45

The shape, dimensions and weight of the black rings are to be agreed upon in concurrence with size specifications.

69www.evraz.com

Industrial steel

Simple rings

Stepped rings

Grooved rings

Shouldered rings

Combination rings

70


aUTomobIle WHeel RIm secTIons

Manufactured at mill “550” of EVRAZ DMZ Petrovskogo.

Sections for MAZ-500 wheel rim (s. 8,5-20-04), steel grade Class 10 Sections for URAL-375 wheel rim (s. 254G-020), steel grade Class 10 Sections for ZIL-131 wheel rim (s. 228G-020-01), steel grade Class 10

All rim types are manufactured with multiple lengths between one and four under TU U 14-2-1240-2000. The multiple length for each type is to be agreed upon with the customer.

Manufactured at mill “550” of EVRAZ DMZ Petrovskogo.

Sections for the landing ring (s. 7555-035). Sections for the side base (s. 7555-023). Sections for the locking base (s. 7555-022).Products are manufactured from steel grade Class 15 and 20 under GOST 1050 in multiple lengths between one and three. A single multiplicity is to be agreed upon with the customer.

special sections for automobile wheel rims

special products for the landing ring, locking and side wheel rim base for belaZ trucks(TU U 27.1-26524137-1341:2005)

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Industrial steel


Section code

Steel grade


Chemistry specification Cross section area Fcm2

Weight of 1 m kg

Supplied lengths,bar lengthm

1 40GR32HFR

GOST 5422-73 GOST 4543-71TU 0950-163-00186269-2011

45.73 35.90 Exact length — 5.6–12.0;random length;multiple of the exact length

3 40GR GOST 4543-71 38.31 30.08

4 45 GOST 1050-88 55.59 43.64

E 40GR TU 0958-128-00186269-2011 TU 0958-128-00186269-2011 59.24 46.50

GRoUseR baRManufactured at the rail and structural steel plant of EVRAZ NTMK.

Tractor grouser bar № 1 Tractor grouser bar № 3

Tractor grouser bar № 4 Grouser bar E

72


HoT DIe-RolleD flaT PloWsHaRe baRsIntended for the shares of plows, stubble plows and sweep cultivators.

The bar is manufactured at the mill “450” of EVRAZ ZSMK rail rolling facility.

The bars are straight. The bow of the die-rolled bars is not to exceed 5mm on the length of a single bar. Exact length tolerances are not to exceed: 75 mm for bar lengths between 4 m and 6 m; 100 mm for bar lengths over 6 m.

The bar manufacturing process ensures zero occurrence of sinking holes, blisters, laminations, internal cracks and slag inclusions in the macrostructure.

Plowshare 142-540D, 142-570D

Основные параметры

Profile number

Steel grade

Specification Dimension mm

Weight of 1 mkg

Supply conditions

142-540D L53 TU 14-1-5219-93 540 х 142 х 9.5 х 3.5 (one section)

5.54 Supplied in bars of up to 9 m.Bars are tied in bundles of up to 5 t and shipped in railcars

142-570D 570 х 142 х 10 х 3.5 (one section)

5.80

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Industrial steel

elecTRolysIs flaT baRHot rolled steel bars for aluminum plating baths 115 x 230 mm.

The bars are manufactured at the rail mill of EVRAZ ZSMK rail rolling facility.


Section specification Cross- sectional

area Fcm2

Weight of 1 m kg

Steel grade Chemistry specification

Technical specification Supplied lengths, bar length

TU 0930-028-14788411-2009 261.72 205.5 St3sp* GOST 380-2005 GOST 535-2005 The strip is supplied in the exact length, and in multiples of exact lengths

* Bars from other steel grades can be manufactured.

max

WIRe sTeel

76



Diameter, tolerances mm

Application requirements

Product mix standard and technical

Chemistry specification Packing

Wire for the reinforcement of reinforced concrete structures class VR-1: Ø 2.8; 3.0; 3.5; 3.7; 3.8; 4.0; 4.2; 4.5; 4.7; 4.8; 5.0; 5.75

Intended for the reinforcement of reinforced concrete structures

GOST 6727-80,TU 1213-275-05757676-2009, TU 1213-276-05757676-2010

Manufactured from low carbon grades St1Cl, St2cl, St3cl and St3psunder GOST 380-2005

In coils between 500 and 1000 kg, unpacked

Low carbon steel wire of general application: 0.8–1.0; 1.1–1.2; 1.3–2.0; 2.2–3.2; 3.5–6.0; 6.3–9.0Tolerances: Ø 0.8 ÷ 1.0–0.05; Ø 1.1 ÷ 1.2–0.06; Ø 1.3 ÷ 2.0–0.10; Ø 2.0 ÷ 3.2–0.12; Ø 3.5 ÷ 6.0–0.16; Ø 6.3 ÷ 9.0–0.20

Intended for the manufacturing of nails, mesh grids, enclosures, bundling and other applications

GOST 3282-74 GOST 380–2005 Wire diameter up to 3.0 mm is manufactured in coils of up to 60 kg and tied in bundles of 10 coils. Diameter 3.0 mm and over is supplied in square coils of 500-1000 kg

Carbon steel wire for cold upset:Ø 1.0 ÷ 9.0Tolerances: Ø 1.0 ÷ 3.0–0.06;Ø 3.0 ÷ 6.0–0.08; Ø 6.0 ÷ 9.0–0.10

Intended for the manufacturing of fasteners by cold upsetting and cold extrusion

GOST5663-79; TU 3-80-80;TU 14-4-1518-88

Manufactured from steel grades 10, 10cl, 15, 15cl, 20, 20 under GOST 1050-88.

In coils of up to 100 kg packed in plastic film under GOST 5663-79.In coils of up to 1000 kg unpacked

Alloy steel welding wire:Ø 0.8; 1.0; 1.2; 1.4; 1.5; 1.6; 2.0;2.5; 3.0; 4.0; 5.0 Tolerances: Ø 0.8 ÷ 1.0–0.05;Ø 1.1 ÷ 1.2–0.06; Ø 1.3 ÷ 2.0–0.10; Ø 2.0 ÷ 3.2–0.12; Ø 3.5 ÷ 6.0–0.16.

Intended for gasshielded welding

GOST 2246-70,TU 1227-267-05757676-2011

Manufactured from steel gradeSv-08G2S under GOST 2246-70

Coils of up to 60 kg packed in polymeric film. Wire diameter 2.5 mm and over in coils of 1000 kg unpacked

Copper-plated steel welding wire:Ø 0.8÷2.0Tolerances: Ø 0.8 ÷ 1.4–0.05;Ø 1.6 ÷ 2.0–0.08Copper plating thickness at least 0.15

Intended for the arcshielded welding of steels

GOST 2246-70TU 1227-267-05757676-2011

Manufactured from steel gradeSv-08G2S under GOST 2246-70

In cartons (piece by piece) in coils or on the reels of up to 20 kg. Two by two in coils or on reels packed in polymeric film

Low carbon steel wire for electrode making: Ø 1.6 ÷ 6.0Tolerances: Ø 1.6 ÷ 2.0–0.04;Ø 2.5 ÷ 3.0–0.06; Ø 4.0 ÷ 6.0–0.08

Intended for electrode making

TU 1227-278-05757676-2011 Manufactured from steel grades Sv-08A under GOST 2246-70.

Diameters of 2.5 mm and higher in coils of 1000 kg unpacked (supplied in box cars). Diameters of within 2.0 mm in coils of 60 kg packed in polymeric film

Coldrolled reinforcing bars of periodic section of class V500S, with diameters: Ø 5.0; 5.5; 6.0; 6.5; 7.0; 7.5; 8.0; 8.5; 9.0

Designated for the reinforcement of reinforced concrete structures using separate bars or as part of reinforcement meshes

TU 14-1-5627-2012 Manufactured of lowcarbon steel of grades 3ps, 3gps according to GOST 380-2005

In coils from 500 to 1500 kg, without packing

manUfacTUReD aT THe RollInG facIlITIes of evRaZ ZsmK Wire

Wire for the reinforcement of reinforced concrete structures

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Wire steel


Dimensions (diameter), Tolerancesmm


Chemistry specification,steel grade

Length mm

Packing

Clout-nails – 1.2; tapered-head nails – 1.8; 2.0; 2.5; 3.0; 3.5; 4.0; 5.0; 6.0

Tolerances on the nail length are within ±d, where d is the nail shank diameter

GOST 4028-63GOST 283-75

Manufactured from low carbon nonhardened wire group II.GOST 3282-74

Ø 1.2 – 16; 20; 25; Ø 1.8 – 32;Ø 2.0 – 40; 50; Ø 2.5 – 50; 60; Ø 3.0 – 70; 80; Ø 3.5 – 90;Ø 4.0 – 100; 120; Ø 5.0 – 150;Ø 6.0 – 200

Corrugated cartons of 10 and 25 kg. A unit load is formed of the cartons with nails stowed on a wooden pallet. The size of the unit load is 1200 х 800 х 1000 mm, weight 1.2 t

nails

78



Dimensions, tolerances Product mix standard and technical requirements

Chemistry specification, steel grade

Length Packing

Mesh 20 x 230 mm:- wire diameter Ø 2.0 mm;- bar length 1000 (+500 mm);- bar width 1000 (-45 mm); coil weight 30 kg

GOST 5336-80 TU 14-4-1563-89 GOST 3282-74

Mesh 20*20 mm – 15 m;35*35, 45*45, 60*60 mm – 10 m

In coils of up to 36.6 kg.The unit load is formed of 15 coils on a pallet (cell 20) or 25 coils (cell 20) or of 25 coils (cell 35; 45; 60)

Mesh 35 x 35 mm:- wire diameter Ø 2.5 mm;- bar length 10,000 (+500 mm);- bar width 1,500 (-45 mm);- coil weight 36.6 kg

Mesh 45 x 45 mm:- wire diameter Ø 2.5 mm;- bar length 10,000 (+500 mm);- bar width 1,500 (-72 mm);- coil weight 28 kg

Mesh 60 x 60 mm:- wire diameter Ø 2.5 mm;- bar length 10,000 (+500 mm);- bar width 1,500 (-45 mm);- coil weight 25 kg

TU-14-107-SP.TNP-97-01

Single steel mesh grid with square mesh is manufactured from wire diameter 2.0 mm and 2.5 mm.

steel mesh gridSteel mesh grid is intended for enclosures, heat insulations, walling in mines and pits, and screening of materials.

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Wire steel


Name Core diameter and length mm

SpecificationProduct mix standard and technical requirements

Chemistry specification, steel grade

Application

Zapsib UONI-13/55,type E50A

Ø 3 – 350;Ø 4 – 450;Ø 5 – 450

TU 1272-260-05757676-2011 (complies with the requirements of GOST 9466-75, GOST 9467-75). Certification:- NAKS (National Agency of Non-Destructive Testing and Welding) certificate of compliance with the requirements of Rostechnadzor (The Russian technical supervisory agency) Approval by the Russian river register

GOST 9467-75; GOST 2246-70

Intended for manual arc welding of critical structures of carbon and low alloy steels where high plasticity and impact strength are required from the weld metal. The resulting weld metal shows high resistance against the formation of crystallization cracks and low hydrogen

MR-3, type E46 Ø 3 – 350;Ø 4 – 450;Ø 5 – 450

TU 1272-260-05757676-2011 (complies with the requirements of GOST 9466-75, GOST 9467-75). Certification:- NAKS (National Agency of Non-Destructive Testing and Welding) certificate of compliance with the requirements of Rostechnadzor (The Russian technical supervisory agency) Approval by the Russian river register

GOST 9467-75; GOST 2246-70

Intended for manual arc welding of critical structures of carbon steel with an ultimate tensile strength of 450 N/mm2 of the weld metal

MR-3R, type E46 Ø 3 – 350;Ø 4 – 450;Ø 5 – 450

GOST 9466-75;GOST 9467-75

GOST 9467-75; GOST 2246-70


MR3L, type E42 Ø 3 – 350;Ø 4 – 450;Ø 5 – 450

GOST 9466-75;GOST 9467-75

GOST 9467-75; GOST 2246-70


T-590, type E320H25S2GR

Ø 4 – 450;Ø 5 – 450

GOST 9466-75;GOST 10051-75

GOST 9466-75; GOST 10051-75

Intended for rebuilding and deposit welding of cast iron parts which primarily work under abrasive wear with moderate impact loads, to produce a layer of weld metal with high surface wear resistance and hardness within HRCE 58...64

TsCh4 Ø 3 – 350;Ø 4 – 450;Ø 5 – 450

GOST 9466-75 TU 1272-009-41637695-01, GOST 2246-70

Intended for the cold welding of structures from high strength cast iron with globular graphite and gray iron with lamellar graphite as well as of their combinations with steel; for welding of damaged parts and weldingup of defects in ingots from high strength and gray iron; for the prewelding of one or two layers on the wornout iron parts for the followup deposit by the special electrodes

electrodes for manual arc welding

semI-PRoDUcTs

82



Diameter mm

Specification Supplied lengths, bar length m

Manufacturer

90 OST 14-21-77GSTU 3-009-2000

Exact length – 4.1–12.0 m; the multiple of the exact length; random length.Exact length – 2.0–9.6 m; the multiple of the exact length

EVRAZ NTMK,ЕVRAZ DMZ Petrovskogo

100 GSTU 3-009-2000OST 14-21-77

Exact length – 2.0–9.6 m; the multiple of the exact length.Exact length – 4.1–12.0 m; the multiple of the exact length; random length

ЕVRAZ DMZ Petrovskogo,EVRAZ NTMK

105 OST 14-21-77 Exact length – 4.1–12.0 m; the multiple of the exact length; random length

EVRAZ NTMK

115

120 OST 14-21-77GSTU 3-009-2000


EVRAZ NTMK, EVRAZ ZSMK,ЕVRAZ DMZ Petrovskogo

130


EVRAZ NTMK,EVRAZ ZSMK

150 OST 14-21-77GSTU 3-009-2000


EVRAZ NTMK, EVRAZ ZSMK,ЕVRAZ DMZ Petrovskogo

180 GSTU 3-009-2000 ЕVRAZ DMZ Petrovskogo


EVRAZ NTMK

220* OST 14-21-77 EVRAZ NTMK

*from Carbon Steel.

seamless PIPe blanKsManufactured at EVRAZ NTMK (heavy section plant, H-beam plant), EVRAZ ZSMK (rail mill of the rail rolling facility), EVRAZ DMZ Petrovskogo (RP-1, mill “800”).

GRADE MIX: Under OST 14-21-77 for steel with standard chemistry; customized chemistry upon agreement between the parties;

Pipe steel grades under GSTU 3-009-2000 (EVRAZ DMZ Petrovskogo).

SUPPLIED LENGTHS, BAR LENGTH, M: EVRAZ ZSMK, EVRAZ NTMK:

Exact length – 4.1–12.0 m; the multiple of the exact length; random length. ЕVRAZ DMZ Petrovskogo:

Exact length – 2.0–9.6 m; the multiple of the exact length.

The bars are tied into bundles of up to 5 t and shipped in railcars.

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Semi-products


Square side mm

Steel grade Technical specification Chemistry specification Supplied lengths, bar length m

100, 110, 115, 120, 125, 130, 140, 150, 160, 180, 200, 215, 220

St2 — st620G — 35G30G2 — 35G235GS18G2S, 25G2S

TU 14-1-5237-93TU 14-1-4492-88

GOST 380-2005,GOST 4543-71,GOST 5781-82

Exact length – 6–9.6 m;the multiple of the exact length.Limited; random length

Grade mix, non-standard chemistry of steel are to be agreed upon with the P.O.


Square side*mm

Technical specification Steel grade Chemistry specification Supplied lengths, bar length m

60, 80, 100, 110, 115, 120, 125, 130, 135, 140, 150

TU 14-1-5237-93GOST 2591-2006, GOST 380-2005, GOST 4543-71, GOST 1050-88

St3sp, St4sp, St5sp and etc. GOST 380-2005 Exact length up to 12.0 m;the multiple of the exact length; random length20, 25, 30, 35, 45 GOST 1050-88

15H, 20H, ЗОH, 35H, 38HA, 40H,45H, 50H, 15G-40G, 65G-70G

GOST 4543-71

Bars are straight. Square bar bow is not to exceed 0.5% of the length. Shipped piece by piece.* 100 and 120 mm square bars are manufactured at the breakdown plant of structural steel from commercial (St1kp, St3sp, St4sp, St5sp and other)

and structural (10-20) steel grades under TU 14-1-523793.


Square side mm

Steel grade Technical specification Chemistry specification Supplied lengths, bar length

100, 120, 125, 130, 150, 170

St3sp/ps, St5sp/ps. Other steel grades are to be agreed upon with the customer

TU U 14-2-1230-99 GOST 380-2005 Exact length – 2.2 to 12 m (for section 125 х 125, 130 х 130 mm), 2.2 to 12 m (for section 150 х 150 mm), 2.2 to 6 m (for section 170 х 170 mm)

Bloom: 150, 170, 195, 210

Steel 45.Other steel grades are to be agreed upon with the customer

TU U 27.1-05393056-258:2005 DSTU 2561-94,GOST 1050-88,GOST 4543-71,GOST 19281-89

Exact length – 1 to 6 m

* The blooms are intended for further rolling or open forging. The bars are tied into bundles of up to 5 t and shipped in railcars.

evRaZ nTmK

evRaZ ZsmK

evRaZ DmZ Petrovskogo

Intended for rolling into long products

Manufactured at the Hbeam plant and the rail and structural steel plant.

The bars are manufactured at the breakdown plant of the structural steel facility and at the rail mill of the rail rolling facility.

Manufactured at the rail and structural steel plant.

sQUaRe baRs anD blooms

84



Facility Material sizes mm

Tolerances mm

Thickness Н Width В Length Thickness Width Length

CCM #1 D 430 (round) – 2800-6100 ± 3 ± 3 + 40

300 360 2800-6100 ± 3 ± 3 + 60

CCM #2 240 440 3700-11400 + 2/ - 4 ± 3 + 60

310

CCM #3 200 525 3600–11500 ± 2 ± 3 + 60

165/395 530

165/485 620

120/410 655

CCM #4 200 1050-1280 5900-10000 + 5/ - 3 up to 1550 mm – (± 10) mm;over 1550 mm – (± 1) %

up to 8 m – (± 50) mm;over 8 m – (± 100) mm;

1600-2334

2350-2700

220 1500-2700

250 1050-1280

1500-2500

2700

300 1800

2000-2500

2700

Note:

1. Grade mix — carbon, low alloy and alloy steel. Steel chemistry is to be agreed upon in the P.O.

2. Technical requirements: for slabs – under TU 14-1-3347; for rectangular bars – under TU 14-1-3348; for round bars to be agreed upon in the P.O.

3. The length specified is restricted by the caster performance.

4. Caster #4 width-to-thickness restrictions: 5 mm with 1150-1280 mm of width; 15 mm with widths over 1500 mm.

evRaZ nTmK

Intended for manufacture of long products and for further rolling of slabs into the flat products.

conTIcasT maTeRIal

85www.evraz.com

Semi-products


Facility Stock sizes mm

Tolerances mm

Technical requirements

Thickness Width length thickness width length

CCM (rail steel facility) 300 340 2.4–6.0 ± 9 ± 10 ± 20 STO 899-31-2011

300 360 8.0–12.0

CCM (structural steel facility)

150 x 150 – 9.0–12.0 ± 4.5 ± 4.5 ± 50 TU 14-1-3348-2011

150 х 200 – ± 4.5 ± 6.0 ± 50 TU 14-1-3348-2011

200–250 1050–1750 12.0 ± 3.0 ± 0.6 ± 40 TU 14-1-3347-2011

Note:

1. Steel chemistry under GOST 380-2005, GOST 19281-89, GOST 6713-91, GOST 4543-71, GOST 1050-88, GOST 801-78, GOST 5950-2000, GOST 14959-79.2.

Technical requirements STO 899-31-2011 TU 14-1-3348-2011 TU 14-1-3347-2011

Rhomboid, mm, not to exceed 14 6.3 10.0

Cut end squareness, mm, not to exceed 15 8.0 30.0

Bow, not to exceed 0.5% of the length 0.5% 3 mm/m

Bulging (concave) faces, mm, not to exceed 5 4.5 10.0

3. No teeming arrests, longitudinal or crosswise cracks, slag inclusions, slivers, ripples, scratches and dents of 2.0 mm and deeper, blisters, crystallization cracks and laps from torch cutting are to be tolerated on the feedstock surface.

x – Billet caster data;x – Slab caster data.

evRaZ ZsmK

Manufactured at the heavy section plant of EVRAZ NTMK.manDRel baR


Diameter mm

Steel grade Specification Supplied lengths, bar length m

105, 110, 115 35HN2F TU 14-102-80-85 Exact length – 19.5; 20.0

85, 90 35HN2F TU 14-102-190-2005 Exact length (to be agreed upon in the P.O.)

86



Iron grade Specification

Pig weight (kg),not to exceed

Weight Percentage %

ManufacturerSi Mn

(group)P

not to exceedS

not to exceed (of the category)

from to1 2 3 4 (classes)

from to from to from to from to A B C 1 2 3 4 5

P1 GOST 805-95 18 0.5 0.9 – 0.5 0.5 1 1 1.5 1.5 – 0.10 0.20 0.3 0.01 0.02 0.03 0.04 0.05 ЕVRAZ DMZ Petrovskogo

P2 GOST 805-95 18 – 0.5 – 0.5 0.5 1 1 1.5 1.5 – 0.10 0.20 0.3 0.01 0.02 0.03 0.04 0.05 ЕVRAZ DMZ Petrovskogo

P2 GOST 805-95 25 – 0.5 – 0.5 0.5 1 1 1.5 – – 0.10 0.20 0.3 0.01 0.02 0.03 0.04 0.05 EVRAZ ZSMK

PL1 GOST 805-95 18 0.9 1.2 – 0.3 0.3 0.5 0.5 0.9 0.9 0.9 0.08 0.12 0.3 0.01 0.02 0.03 0.04 0.05 ЕVRAZ DMZ Petrovskogo

Pl2 GOST 805-95 18 0.5 0.9 – 0.3 0.3 0.5 0.5 0.9 0.9 1.5 0.08 0.12 0.3 0.01 0.02 0.03 0.04 0.05 ЕVRAZ DMZ Petrovskogo

Note:

Additional pig iron specification EVRAZ ZSMK ЕVRAZ DMZ Petrovskogo TU 14-1-3347-2011

Number of pig waists 1 N/A 10.0

Standard carbon weight percentage, % Between 4.6 and 5.0 Between 4.0 and 4.5 30.0

Fragments (lumps over 2 kg), %, not to exceed 2 4 3 mm/m

Remaining surface slag is not allowed is not allowed 10.0

Lime coat resulting from the pig mold spraying tolerated tolerated 10.0


Iron grade Specification

Pig weight (kg),not to exceed

Weight Percentage %

Manufacturer

Si Mn (group) Pnot to exceed

Snot to exceed

(of the category)

from to1 2 3 4 (classes)

from to from to from to from to A B C 1 2 3 4 5

L1 GOST 4832-95 18 3.2 3.6 – 0.3 0.3 0.9 0.5 0.9 0.9 1.5 0.08 0.12 0.3 0.02 0.03 0.04 – – ЕVRAZ DMZ Petrovskogo



L4 GOST 4832-95 18 2.0 2.4 – 0.3 0.3 0.9 0.5 0.9 0.9 1.5 0.08 0.12 0.3 0.02 0.03 0.04 – 0.05 ЕVRAZ DMZ Petrovskogo



Note:

Additional pig iron specification ЕVRAZ DMZ Petrovskogo

Number of pig waists N/A

Standard carbon weight percentage, % Between 3.4 and 4.5%

Fragments (lumps over 2 kg) not to exceed 2%

Remaining surface slag is not allowed

steelmaking iron

foundry iron

Produced at the blast furnaces of EVRAZ ZSMK, EVRAZ NTMK, EVRAZ DMZ Petrovskogo.

PIG IRon

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Semi-products


Iron grade Specification Pig weightkg

CHEMICAL COMPOSITION:%

Manufacturer

V Si Mn P S

at least not to exceed

B GOST 805-95TU 14-2Р-360-2002

within 40 0.4 0.2 0.35 0.06 0.03 EVRAZ NTMK

Note:

Additional pig iron specification EVRAZ NTMK

Number of pig waists 1 or 3

Actual carbon Between 4.4 and 4.8%

Fragments (lumps over 2 kg) not to exceed 2%

Remaining surface slag is not allowed

Additional information: –

steelmaking v iron

anneX.comPleTe lIsT of ceRTIfIcaTes

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EVRAZ NTMK

VOLUNTARY CERTIFICATION

№ Name of the certified facility/name of the conformity certificate Name of the Certification Body

Certificate number, date of issue, period of validity

1. Quality Management System

1.1

Quality management system in the field of: manufacture of steel, concast billets and slabs. Engineering and manufacturing of rolled steel including railway rails, wheels, wheel centres, tires, railway rail tie plates, rail grips, double headed fishplates rail. Design engineering of buildings, structures and infrastructure. Certificate of compliance with ISO 9001:2008

Bureau VeritasCertification

Certificate№ RU228375Q-U Issued 23.10.2012.Valid until 18.11.2015

1.2

Management system in the field of: manufacture of steel, concast billets, slabs, rolled steel including rails, wheels, tires, lbeams, channels, grinding balls, base plates, railway rail ties, grips, stop blocks. Certificate of compliance with ISO 14001:2004

Certificate№ RU228403E-UIssued 15.11.2010.Valid until 14.11.2013

1.3

Management system in the field of: steelmaking including all metallurgical treatments. Certificate of compliance with OHSAS 18001:2007

Certificate№ RU227899HIssued 15.12.2010.Valid until 07.01.2014

2. Manufacturing process of concast billets, rings, long products and sections

2.1 “EVRAZ NTMK” is qualified as a manufacturer which complies with the technical regulations under AD 2000 Merkblatt W0/TRD 100

TÜV SÜDIndustrieService GmbH

Certificate(Report 063/01/12-IS).Issued 24.05.2012.Valid until May 2014

2.2 Manufacture of materials (hot-rolled sections from carbon and low-alloy steel) for boilers and pressure vassels in accordance with the requirements of European Directive 97/23/EG

Certificate№ 434/2010/MUC.Issued 24.05.2012.Valid until May 2014

2.3 Hotrolled structural steel products for steel structures or reinforced concrete structures under EN 10025-1:2004 (permitting to use CE logo), manufactured according to Guidelines 89/106/EEC.

Certificate of in-house manufacture inspection № 0036-СРD-32-2010. Issued 13.05.2010.Current issue 06.09.2011. Valid until 13.05.2013

3. Conticast slab manufacturing

3.1 Recognition of “EVRAZ NTMK” as a manufacturer of steel products (conticast slabs) in compliance with Lloyd Register Rules

Lloyd Rеgister Certificate№ MD00/2660/0006/1.Issued 22.05.2012.Valid until 05.04.2015

3.2 “EVRAZ NTMK” is qualified as the manufacturer of commercial and higher strength shipbuilding structural steel slabs under the requirements of ABS Europe Limited

ABS Europe Limited

Certificate№ 2612222.Issued 19.08.2011.Valid until 19.02.2015

3.3 Recognition of “EVRAZ NTMK” as an approved manufacturer of conticast slabs in compliance with Det Norske Veritas Rules

Det NorskeVeritas AS(DNV)

Certificate№ AMM-5315. Issued 06.09.2011.Valid until 30.06.2013

3.4 EVRAZ NTMK is qualified as a manufacturer of concast slabs from carbon steel and carbon-manganese steel, compliant with the Rules of Bureau Veritas

Bureau Veritas (BV)

Certificate№ 14723/В1 BVIssued 01.09.2011.Valid until 23.08.2015

3.5 Recognition of “EVRAZ NTMK” under BV MODE II as a manufacturer of conticast slabs from carbon or carbon-manganese steels in compliance with the requirements of Bureau Veritas Rules

Certificate№ 14723/В1 BVIssued 01.09.2011.Valid until 23.08.2015

3.6 Approval of “EVRAZ NTMK” qualification as a manufacturer of concast slabs under Rules of Germanisher Lloyd

Germanisher Lloyd (GL) Certificate№ WZ2439 HH.Issued 23.01.2012.Valid until 31.01.2015

eXHIbITComplete list of conformity certificates applicable to the quality, products and production management system.

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Annex. Complete list of Certificates



4. Railway rails

4.1 Rails type 60E1 from steel R350HT Y-class of profile accuracy and B-class of straightness, drawing 071

OOO “Center of Technical Competence”

Certificate№ SDS OPZhD RU.B.0020,Issued 24.08.2011.Valid until 06.09.2013

5. “Mosstroicertification” System

5.1 Normal hot rolled parallel flange steel I-beams № 20B1 – 70B2 under STO ASChM 20-93 from the steel grades below:- St3sp (types 1 to 5) under GOST 380; GOST 535;- 09G2S (types 1 to 15) under GOST 19281;- S255, S285, S345 (types 1 to 4), S375 (types 1 to 4) under GOST 27772

Center of Certification Orgstroicertificatsiya

Certificate№ RU.MCC.085.208.23076.Issued on 17.08.2012.Valid till 17.08.2017

5.2 Hot rolled parallel flange steel l-beams № 20Sh1 — 70Sh5 under STO ASChM 20-93 from steel grades below:- St3sp (types 1 to 5) under GOST 380; GOST 535;- 09G2S (types 1 to 15) under GOST 19281;- S255, S285, S345 (types 1 to 4), S375 (types 1 to 4) under GOST 27772


5.3 Hot rolled parallel flange steel column beams № 20K1 – 40K5 under STO ASChM 20-93 from steel grades below:- St3sp (types 1 to 5) under GOST 380; GOST 535;- 09G2S (types 1 to 15) under GOST 19281;- S255, S285, S345 (types 1 to 4), S375 (types 1 to 4) under GOST 27772


5.4 Hot rolled steel I-beams with inclined flanges № 24M – 45M under GOST 19425-74, № 18 under GOST 8239-89 from the steel grades below:- St3sp (types 1 to 5) under GOST 380; GOST 535;- 09G2S (types 1 to 15) under GOST 19281;- S255, S285, S345 (types 1 to 4), S375 (types 1 to 4) under GOST 27772


5.5 Hot rolled steel channels with inclined flanges and normal rolling accuracy № 16U, 16aU under GOST 8240 from the steel grades below:- St3sp (types 1 to 5) under GOST 380; GOST 535;- 09G2S (types 1 to 15) under GOST 19281;- S255, S285, S345 (types 1 to 4), S375 (types 1 to 4) under GOST 27772


5.6 Hot rolled steel channels with inclined flanges and normal rolling accuracy № 18U, 18aU, 20U, 24U, 27U, 30U under GOST 8240 from the steel grades below:- St3sp (types 1 to 5) under GOST 380; GOST 535;- 09G2S (types 1 to 15) under GOST 19281;- S255, S285, S345 (types 1 to 4), S375 (types 1 to 4) under GOST 27772

Certificate№ RU.MCC.085.208.24936. Issued on 17.08.2012.Valid till 17.08.2017

5.7 Hot rolled steel angles with normal rolling accuracy № 14 to 20 under GOST 8509-93 for equal, and № 16/10, № 20/12.5 under GOST 8510-86 for unequal, from the steel grades below:- St3sp (types 1 to 5) under GOST 380; GOST 535;- 09G2S (types 1 to 15) under GOST 19281;- S255, S285, S345 (types 1 to 4), S375 (types 1 to 4) under GOST 27772


6. I-beams

6.1 On confirmation of compliance with the requirements of the quality control programme of the Association of American Railroads specified in M-1003

Association of American Railroads

Certificate № QA-NTSR.Issued on 28.09.2011.Valid till 28.09.2014

6.2 Blanks of solid wheels with plain taper plate/web with a diameter of 957 mm from steel grade 2 and T, and with curvilinear plate/web with a diameter of 957 mm from steel grade T

Tsentr Tekhnicheskoy Kompetentsii LLC

Certificate№ SDS OPZhT RU.B.0075Issued on 30.10.2012.Valid till 29.10.2015

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MANDATORY ASSESSMENT OF CONFORMITY

№ Name of the certified facility/declaration facility/name of the conformity certificate Name of the Certification Body

Certificate/Declaration number, date of issue, period of validity

1. Railway rails

1.1 Wide gauge railway rails of R50 type (quality class N). Full-scale production under GOST R 51685-2000 and drawing 10785

RS FZhT

Certificate№ SSFZhT RU.TM01.B.08432. Issued 22.09.2011.Valid until: 27.09.2013

1.2 R50-type wide gauge railway rails of T1 quality class, body through oil hardened.Full-scale production under GOST R 51685-2000 and drawing 10785

Certificate№ SSFZhT RU.TM01.B.08433.Issued 22.09.2011.Valid until: 27.09.2013

1.3 Wide gauge railway rails of R65 type (quality class N). Full-scale production under GOST R 51685-2000 and drawing 10783


1.4 R65 wide gauge railway rails of T1 quality class, oil hardened, for high-speed combined traffic (SS). Full-scale production under GOST R 51685-2000, TU 0921-144-01124328-2002, drawing 10783.


1.5 R65-type wide gauge railway rails of T1 quality class, body through oil hardened.Full-scale production under GOST R 51685-2000 and drawing 10783


1.6 R65-type wide gauge railway rails of T1 quality class, for low-temperature applications (NK) of steel grade K76F, heat-hardened. Full-scale production under GOST R 51685-2000, TU 0921-145-01124328-2002 and drawing 10783.


2. Black tires/rings

2.1 Black locomotives tires from steel grade 4, Heat-Treated at Maerz Equipment Full-scale production under GOST R 52366-2005, TU 0941-096-01124323-2007 and drawing 003.

RS FZhT

Certificate № SSFZhT RU.TM01.B.08478.Issued 06.10.2011.Valid until: 03.05.2014

2.2 Tires from carbon steel grade 2 for rolling stock. Full-scale production under GOST R 398-2010, GOST R 52366-2005, GOST 5000-83 and mill’s drawings №001A, №005

Certificate № SSFZhT RU.TM01.B.08933. Issued 20.02.2012.Valid until 20.02.2015

3. Solid Wheels

3.1 Solid wheels for railway rolling stock (from steel grade 2 in-house produced).Full-scale production under GOST 10791-2004 and GOST 9036-88

RS FZhT


3.2 Solid wheels for railway rolling stock (from steel grade 2 produced in-house).Full-scale production under GOST 10791-2004 and drawing 950A

Certificate№ SSFZhT RU.TM01.B.08481Issued 06.10.2011.Valid until: 02.05.2013

3.3 Solid wheels for railway rolling stock (of in-house produced steel grade T).Trial batch of 378,167 wheels made under GOST 10791-2011 with the design according to fig. A.1 and drawing № 00186269-163

Certificate№ SSFZhT RU.TM01.A.09254.Issued on 15.07.2012.Valid till: 15.07.2015

3.4 Solid wheels for railway rolling stock (of in-house produced steel grade T).Trial batch of 29,918 wheels made under GOST 10791-2011 with the design according to fig. A.3 and drawing № 00186269-013A

Certificate№ SSFZhT RU.TM01.A.09570. Issued on 28.11.2012.Valid till: 28.11.2015

3.5 Solid wheels diameter 710 mm for special rolling stock (from in-house produced steel grade 2 with C not to exceed 0.63%). Full-scale production under GOST 10791-2004 and drawing №010

Certificate№ SSFZhT RU.TM01.B.08484 Issued 06.10.2011.Valid until: 09.10.2013

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3.6 Solid wheels diameter 1050 mm for special rolling stock (from in-house produced steel grade 2 with C not to exceed 0.63%). Full-scale production under GOST 10791-2004 and drawing №012

RS FZhT


3.7 Solid wheels diameter 1058 mm for shunting locomotives (in-house produced steel grade 2). Full-scale production under GOST 10791-2004 and drawing №011


4. Rolled wheel centers

4.1 Rolled Wheel Centers For Electric Locomotives. Full-scale production under TU 14-2R-444-2008 and drawing 2ES6.31.110.007

RS FZhT

Certificate№ SSFZhT RU.TM01.B.09206.Issued on 15.06.2012.Valid till: 15.06.2015

4.2 Rolled Wheel Centers For Electric Locomotives; drawings NTMK/EP2K.31.15.102, NTMK/ EP2K.31.15.103. Full-scale production under TU 14-2R-444-2008

Certificate № SSFZhT RU.TM01.B.08488. Issued 06.10.2011.Valid until: 04.05.2014

5. Rail fastenings (Manufactured by NSMZ, affiliate of “EVRAZ NTMK”-NSMZ)

5.1 Non-hardened baseplates types KB50, KB65, KD50, KD65, SK50, SK65, KN-65 for separate rail fastening. Full-scale production under GOST 16277-93, technical specification OP 530 TU-2 and TU 14-2R-294-2005, drawings 33209, 33210,33196, 33198, 33211, 33212, OP 530.003

RS FZhT

Certificate№ SSFZhT RU.TM01.B.08733. Issued 17.12.2011.Valid until 17.12.2014

5.2 Clamps for separate rail fastening of PK-type (drawing 33195). Full-scale production under GOST 22343-90

Certificate№ SSFZhT RU.TM01.B.08734. Issued 17.12.2011.Valid until 17.12.2014

5.3 Spike fastening baseplates types D50, D65, SD50, SD65, DN65S-185, DN6-65, of full-scale production (OKP 11 3200, TN VED 7302 90 000 0), made under GOST 3280-84, GOST 8194-75 & GOST 12135-75 and the drawings below: ZP 540 - “DN65S-185 type baseplate”, OP 289 – “DN6-65 type baseplate”; detailed drawings below: 33188 – “D50-type baseplate”, 33192 – “D65-type baseplate”, 33189 – “SD50-type baseplate”, 33197 – “SD65-type baseplate”

Conformity declaration№ SSFZhT RU.TM01.B.00436D. Issued 13.12.2011.Valid until 13.12.2021

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EVRAZ ZSMKVOLUNTARY CERTIFICATION




1.1 The quality management system applicable to the manufacture of liquid steel, steel and rail products. Certificate of compliance with ISO 9001:2008

Bureau VeritasCertification

Certificate№ RU228098Q-U.Issued 09.11.2011.Valid till 10.11.2014

1.2 The quality management system applicable to the manufacture of liquid steel, steel and rail products. Certificate of compliance with the requirements of ISO 14001-2004

Certificate№ RU228098E-U. Issued 09.11.2011.Valid till 14.12.2014

1.3 The quality management system applicable to the manufacture of liquid steel, steel and rail products. Certificate of compliance with OHSAS 18001:2007

Certificate№ RU228098Н. Issued 09.11.2011.Valid till 10.11.2014

2. “Mosstroicertification” System

2.1 Wire rod cooled by the single stage accelerated method (U01), diameter 6.5 mm from alloy steel grade Sv09G2S of normal rolling accuracy (V) intended for the manufacture of welding wire (TU 14-1-4782-90)

“Mosexportstroispetsifikatsia”

Certificate№ RU.MCC.063.073. 23127. Issued 25.08.2011.Valid till 30.09.2013

2.2 Wire rod cooled by the single stage accelerated method (U01), diameter 6.5–9 mm from commercial carbon steel grades St1kp, St2kp, St3kp, St3ps of normal rolling accuracy (V) intended for redrawing into the wire as well as for other applications (GOST 30136-94)

Certificate№ RU.MCC.063.073.23126. Issued 25.08.2011.Valid till 30.09.2013

2.3 Wire rod cooled by the single stage accelerated method (U01), diameter 6.5–10.0 mm from commercial carbon steel grades St1kp, St2kp, St3kp, St3ps, St4sp of the normal rolling accuracy (V) intended for wiring as well as for other applications (TU14-1-5282-94)

Certificate№ RU.MCC.063.073.23129.Issued 25.08.2011.Valid till 30.09.2013

2.4 Hot rolled round bars diameter 10–25 mm from commercial carbon steel grades and categories St01, St3kp1-2, St3ps1-5, St3sp1-5, St4kp1-2, St4ps1-3, St4sp1-3, St5ps1-2, St5sp1-2, St6ps1, St6sp1, of normal rolling accuracy (V), groups I-II (GOST 535-2005, GOST 2590-2006)

Certificate№ RU.MCC.063.073.23131Issued 25.08.2011.Valid till 30.09.2013

2.5 Hot rolled rebars for reinforced concrete structures class AI light section type grades St3ps, St3sp dia. 8–25 mm (GOST 5781-82)


2.6 Thermomechanically hardened dierolled steel rebars for reinforced concrete structures class At800 from steel grades St28S diameter 12–18 mm (GOST 10884-94)


2.7 Wire rod cooled by the single stage accelerated method (U01), diameter 6.5 mm from low carbon steel grade Sv08A off-the normal rolling accuracy (V) intended for the manufacture of welding wire (TU14-1-4760-89)


2.8 Hot rolled equal steel angles № 2.5–12.5 flange thickness 3–12 mm, of high and normal rolling accuracy (A, B) from steel grades St01, St3ps1-5, St3sp1-5 (GOST 535-2005, GOST 8509-93)


2.9 Hot rolled equal steel angles № 4.0–12.5 flange thickness 3–12 mm, of high and normal rolling accuracy (V, A) from steel grade 09G2S12-15 of strength classes 325, 345 (GOST 19281-89, GOST 8509-93)


2.10 Hot rolled parallel flange steel channels № 4.0–12.5, of high and normal rolling accuracy (V, A) from steel grade 09G2S12-15 of strength classes 325, 345 (GOST 19281-89, GOST 8240-97)


2.11 Hot rolled parallel flange steel channels № 8p–16p from steel grades St01, St3ps1-5, St3sp1-5 (GOST 535-2005, GOST 8240-97)


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2.12 Hot rolled parallel flange steel I-beams № 10B1–16B1 from steel grades St3ps1-5, St3sp1-5, St4sp1-3, St5ps1-2, St5sp1-2, St6sp1(GOST 535-2005, GOST 26020-83)


Certificate№ RU.MCC. 063.073.23121. Issued 25.08.2011.Valid till 30.09.2013

2.13 Hot die-rolled rebars for reinforced concrete structures class A-III (35GS, 25G2S), medium section diameter 28-40 mm(GOST 5781-82)


2.14 Hot rolled round bars, diameter 28–40 mm, from commercial carbon steel grades and categories St01, St3kp1-2, St3ps1-5, St3sp1-5, St4kp1-2, St4ps1-3, St4sp1-3, St5ps1-2, St5sp1-2, St6ps1, St6sp1, of normal rolling accuracy (V), groups I-II (GOST 535-2005, GOST 2590-2006)


2.15 Hot rolled rebars for reinforced concrete structures, class AI, medium section type grades St3ps, St3sp diameter 28–40 mm (GOST 5781-82)


2.16 Hot die-rolled weldable rebars, class A500S, for reinforced concrete structures, diameter 28–40 mm (GOST 52544-2006)


2.17 Hot die-rolled weldable rebars, class A500S, for reinforcedconcrete structures, diameter 10–25 mm (GOST 52544-2006)


2.18 Hot die-rolled rebars class А500S for reinforced concrete structures, diameter 10–25 mm (TU 14-1-5254-2006)






2.21 Hot die-rolled rebars class А500S for reinforcement concrete structures, diameter 28–40 mm (TU 14-1-5254-2006)


2.22 Thermotechnically hardened bars with increased coldresisting property for the reinforcement of concrete elements; class Аs500S, diameter 10–25 mm (TU 14-1-5543-2006)


2.23 Hot rolled rebars for class А-III concrete element reinforcementproduced from steel grades St35GS, St25G2S, diameter 10–25 mm (GOST 5781-82)


2.24 Hot rolled rebar for class А-III concrete element reinforcement,produced from steel grades St35GS, St25G2S, diameter 6–10 mm (GOST 5781-82)


2.25 Colddrawn low carbon steel wire for reinforcement of concrete elements;class Vr-1, DN 3.5; 4.2; 4.5; 5.75 mm(TU 1213-276-05757676-2010)

Certificate№ RU.МСС.063.073.23140. Issued 25.08.2011.Valid till 30.06.2014

2.26 Colddrawn low carbon steel wire for reinforcement of concrete elements; class Vr-1 , DN 2.8; 3.8; 4.8 mm (TU 1213-275-05757676-2009)


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2.27 Low carbon welding steel wire diameter 0.8–2.0 mm with uncoppered surface produced from steel grade Sv08G2S (GOST 2246-70)



2.28 Colddrawn low carbon steel wire for reinforcement of concrete elements; class Vr-1 , DN 3.0-5.0 mm (GOST 6727-80)


2.29 Low carbon steel welding wire produced from steel grade Sv08A, diameter 2.0–5.0 mm (TU14-4-828-77) for production of electrodes


2.30 General use low carbon steel wire, diameter 0.9–6.0 mm, thermally treated (О), standard production accuracy, light color (С) as per GOST 3282-74


2.31 Copper-plated steel welding wire, diameter 0.8–2 mm, steel grade SV08G2S (TU 14-1-863-77)


2.32 General duty low carbon steel wire, diameter 1.2–6.0 mm, thermally treated, normal manufacturing accuracy, group I (GOST 3282-74)


2.33 Class А500SP die-rolled rebar, diameter 10–28 mm (TU 14-1-5526-2006)

“NIIZHB-Sertifikatsiya”


2.34 Class А500SP die-rolled rebar, diameter 32–40 mm (TU 14-1-5526-2006)


3. GOST R system

3.1 Class А500SP die-rolled rebar, diameter 10–40 mm (TU 14-1-5526-2006, GOST R 52544-2006)

“NITs “Stroitelstvo” Certificate№РОСС RU.СЛ87.Н01206. Issued 01.02.2012.Valid till 01.02.2015

4. National Agency Of Non-Destructive Testing And Welding (NAKS)

4.1 Electrodes Zapsib UONI 13/55, diameter 3.0 mm (TU 1272-260-05757676-2011, GOST 9466-75, GOST 9467-75)

LLC “Kuzbas welding and control center”

Certificate№ ATsSM-46-00022Issued 25.11.2011.Valid till 25.11.2014

4.2 Electrodes Zapsib UONI 13/55, diameter 4.0 mm (TU 1272-260-05757676-2011, GOST 9466-75, GOST 9467-75)

CertificateATsSM-46-00023.Issued 25.11.2011.Valid till 25.11.2014

4.3 Electrodes type Zapsib UONI 13/55, diameter 5.0 mm (TU 1272-260-05757676-2011, GOST 9466-75, GOST 9467-75)

ATsSM certificate46-00024Issued 25.11.2011.Valid till 25.11.2014

4.4 Electrode type E46 grade MR-3, diameter 3.0 mm (TU 1272-260-05757676-2011, GOST 9466-75, GOST 9467-75)





Certificate ATsSM-46-00027.Issued 25.11.2011.Valid till 25.11.2014

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4.7 Welding wire Sv08G2S-0, diameter 1.0 mm (TU 1227-267-05757676-2011)

LLC “Kuzbass welding and inspection center”

CertificateATsSM — 46-00028. Issued on 13.01.2012.Valid till 13.01.2015







4.11 Electrodes Zapsib MR3R, diameter 3.0 mm (TU-1272-260-05757676-2004, GOST 9466-75, GOST 9467-75)

ATsSM — 46 — 00033. Issued on 21.09.2012.Valid till 21.09.2015

4.12 Electrodes Zapsib MR3R, diameter 4.0 mm (TU-1272-260-05757676-2004, GOST 9466-75, GOST 9467-75)

CertificateATsSM — 46 — 00034.Issued on 21.09.2012.Valid till 21.09.2015

4.13 Electrodes Zapsib MR-3R, diameter 5.0 mm (TU-1272-260-05757676-2004, GOST 9466-75, GOST 9467-75)

CertificateATsSM — 46 — 00035. Issued on 21.09.2012.Valid till 21.09.2015

4.14 Welding wire Sv-08G2S-0, diameter 1.2 mm (TU 1227-267-05757676-2006, GOST 2246-70)


4.15 Welding wire Sv-08A, diameter 2.0 mm (TU 14-4-828-77, GOST 2246-70)














4.22 Welding wire Sv-08G2S, diameter 3.0 mm (TU 1227-267-05757676-2006, GOST 2246-70)


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5. River Register of Russia

5.1 Coppered steel welding wire, steel grade Sv-08G2S-О (TU 14-4-863-77)

Russian River Register

Certificate ZSF 034-5.4.2. Issued 15.01.2008.Valid till 02.09.2013

5.2 Low carbon steel welding wire, steel grade Sv08A (TU 14-1-828-77)


5.3 Zapsib UONI-13/55 coated welding electrodes (TU 1272-260-05757676-2004)


5.4 MR3 coated welding electrodes (TU 1272-001-41637695-98)

Certificate ZSF 033-5.4.1.Issued 15.01.2008.Valid till 02.09.2013

5.5 Typical material approval certificate: normal strength ship building steel (category) РС А; РС В; РС D (GOST 5521-93)

CertificateZSF-061-5.1.1.Issued 1.09.2011.Valid till 21.09.2016

5.6 Acknowledgment of work performance:– production and manufacturing of steel plates for ship building and repair, 5-25 mm thickness, according to GOST 5521-93;– production of welding electrodes MR-3 according to TU 1272-001-41637695-98;– production of Zapsib UONI 13/55 electrodes according to TU 1272-260-05757676-2004;– production of welding wire Sv08А according to TU 14-4-828-77;– production of coppered welding wire Sv-08G2S-0 according to TU 14-4-863-77

Certificate№ ZSF 080.Issued 26.07.2011.Valid till 25.05.2012

6. Conticast slab manufacturing

6.1 Approval certificate for production of continuously cast slabs Lloyd register CertificateMD00/3723/0002/1Issued 20.07.2011.Valid till 21.12.2012

6.2 Approval certificate for production of continuously cast slabs LLC “Det Norske Veritas” CertificateAMM-5316.Issued 06.09.2011.Valid till 31.12.2014

6.3 Approval certificate for production of continuously cast slabs “Bureau Veritas Rus” Certificate2333/А1 BVMAT 81949 — 2010. Issued 14.07.2011.Valid till 13.12.2015

CertificateSMS.W.II./81949/A.1.Issued 08.07.2011.Valid till 13.12.2014

6.4 Approval certificate for production of continuously cast slabs American Bureau of Shipping

Certificate SM/DM 782469. Project #: 2438480. Issued 19.08.2011.Valid till 24.11.2015

7. Voluntary certification system of the Railway Machinery Manufacturers’ Association

7.1 Wide gage R50 type railway rails, quality category N, produced from steel grade E78HSF for underground railway systems (GOST Р 51685-2000)

Center of Technical Competence

CertificateSDS OPZhT RU.B.0021Issued 15.09.2011.Valid till 02.03.2013

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8. Certifified in ОС ACRS

8.1 Class 500N rebar, diameter 8, 10, 12, 16, 20, 24 mm according to standard AS/NZS 4671 (Australia)

ACRS

Certificate110501В.Issued 30.05.2011.Valid until 30.06.2012

8.2 Structural shapes (beams, channels, angles) strength class 300 according to AS/NZS 3679.1 (Australia)

Certificate110505С.Issued 30.05.2011.Valid until 30.06.2012

MANDATORY ASSESSMENT OF CONFORMITY



1. Railway rails, SS FZhT

1.1 Railway tongue rails OR50, OR65, steel grade E73V (GOST 9960-85, TU32 TsP 803-94)

FBU“RS FZhT”

CertificateSSFZhT RU.TM01.B08739.Issued 16.12.2011.Valid till 16.12.2014

1.2 Railway mate rails, type RK65, steel grade E68 (GOST 18232-83)


1.3 R65 wide gauge railway rails (T1 quality class), body-through oil hardened (GOST R 51685-2000)


1.4 Wide gauge railway rails of R65 type (quality class H) (GOST R 51685-2000)


1.5 R65 wide gauge railway rails (T1 quality class) for low temperature application, bodythrough oil hardened (GOST R 51685-2000, TU 0921-118-01124328-2003)


1.6 Wide gauge railway rails of R50 type (quality class H) (GOST R 51685-2000)

CertificateSSFZhT RU.TM01.B08402.Issued 11.06.2011Valid till 11.06.2014

1.7 Wide gauge railway rails of R65 type (quality class V) (GOST R 51685-2000)

CertificateSSFzT RU.ТМ01.А08310.Issued 09.08.2011.Valid till 09.08.2014

1.8 R65 wide gauge railway rails (T1 quality class) for high speed and combined traffic (GOST Р 51685-2000, TU 0921-076-01124328-2003)

CertificateSSFZhT RU.TM01.B08366.Issued 30.08.2011.Valid until 30.08.2014

1.9 R65 and R65K wide gauge railway rails of IK category, increased durability and backtoback wear (GOST Р 51685-2000, TU 0921-125-01124328-2003)

CertificateSFZhT RU.ТМ01.B.08735 Issued 14.12.2011.Valid till 14.12.2014

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2. Rail fastenings, SSFZhT

2.1 Clamps for separate rail fastening of type PK (GOST 22343-90)

FBU“RS FZhT”

CertificateSSFZhT RU.ТМ01.B08401.Issued 17.08.2009.Valid till 17.08.2012

2.2 Two-head fishplates type 1R65, 2R65, steel grade E54 for wide gauge railways (GOST 4133-73)


3. Ammonia sulphate, GOST R system

3.1 Ammonia sulphate – by-product, grade VGOST R 51520-99 subclause 3.2, table 1 (indicators 1, 2, 4, 6, 8); 3.3; 3.4Conformity declaration

Centre for Agrochemical Service “Novosibirskiy” Federal State Enterprise

CertificateROSS RU.ПР28 Н07130.Issued on 01.09.2011.Valid till 01.06.2014

3.2 Ammonia sulphate – by-product, grade VGOST R 51520-99 subclause 3.2, table 1 (indicators 1, 2, 4, 6, 8); 3.3; 3.4Conformity declaration

CertificateROSS RU.ПР28 Н07129.Issued on 01.09.2011.Valid till 24.11.2013

ЕVRAZ DMZ PETROVSKOGOMANDATORY ASSESSMENT OF CONFORMITY




1.1 The Quality system applicable to the rolling process in Rolling Shop 2 for manufacturing of profiles and constructional shapes, die-rolled and special profiles, as well as the sales. Certificate of compliance with ISO 9001:2008 TÜV SÜD

Management Service GmbH

Certificate№ 12 100 37863 TMS(Report №70760431)First issue 01.03.2010Current issue 04.02.2011Valid till 28.02.2013

VOLUNTARY CERTIFICATION



1. Production of profiles and structural sections

1.1 Hot-rolled structural steel products — U, UPE, L profiles under EN 10025-1:2004 (permitting to use CE logo), manufactured according to Guideline 89/106/EEC.

TÜV SÜD Czech s.r.o.

Manufacturing execution system № 1017-CPD-01.472.069/10/02/07/0First issue 08.04.2010Current issue 19.05.2011Valid till 19.05.2013

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EVRAZ VITKOVICE STEELVOLUNTARY CERTIFICATION




1.1 Quality Management system as per EN ISO 9001:2008. Development and production of steel, concast slabs, semi — finished rolled products, plates, shaped flame — cut products from plates, steel sections and bars.

Quality Management system as per EN ISO 9001:2008. Design and Manufacture of SteelPlates, Bars and Miscellaneous Shapes.

Specification Q1. Design and Manufacture of Steel Plates, Bars and Miscellaneous Shapes.

Quality Management system as per EN ISO 14001:2004.Development and production of steel, concast slabs, semi-finished rolled products, plates, shaped flame-cut products from plates, steel sections and bars

TÜV NORD

APIQR

API

TÜV NORD

Certificate№ 04 100 30144Issued 31.05.2011.Valid until 30.05.2014.

Certificate № 0403Issued 11.06.2010.Valid until 11.06.2013.

Certificate № Q1-0122.Issued 17.10.2010.Valid until 11.06.2013.

Certificate № 04 104 030144Issued 30.05.2011.Valid till 29.05.2014

2. Sheet piles

2.1 Proving conformance of products for building purposes — Ü — Zeichen (plates, bars, sections) TÜV NORD

Certificate№ 3537WL30371Issued 01.10.2007.Valid till: until revoked

eXHIbIT.PRoDUcTIon facIlITIes

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Exhibit. Production facilities

evRaZ nizhniy Tagil metallurgical Plant

EVRAZ Nizhniy Tagil Metallurgical Plant is situated in the Mid- Urals in Nizhniy Tagil, which is the second largest city by population and industrial production volume in the Sverdlovsk region.

EVRAZ NTMK operates a complete metallurgical production cycle.

The blast furnace plant is equipped with two blast furnaces (BF5 and BF6) which manufacture 2,370 and 2,440 thousand tpa respectively.

Steel is produced at the Basic Oxygen Shop with an annual production of 4,480 thousand tpa. Steel is produced from vanadium hot metal by a duplex process that includes the production of market vanadium slag during the first process stage. Rolling is performed at seven hot rolling mills producing a wide range of profiles: a rail and beam mill “800”, equipped with a rail heat treatment facility and producing rails, track shoes for excavators and tractors, channels, pipe shells, profiles for railway car manufacturing (axle blanks, Z-profile, special channels), etc.;

heavy section mill “650”, producing channels, angles, Ibeams, round products, mine props and railcar uprights, R33 rails, pan sideframes, etc.;

universal beam mill “1300”, producing H beams, sheet pile, square billet, pipe shell; wheel mill: locomotive and railway car;

wheels including, wheels produced according to foreign standards, locomotive wheel centers, wheel blanks;

tire mill: railway wheel tires, machine building rings; ball mill SPSh-80 and SPSh-120: grinding balls, diameter from 40 to 120 mm.

“Nizhnesaldinsky Steelmaking Plant” (NSMZ) has been a branch of EVRAZ NTMK since 2005.

NSMZ is situated 54 km from Nizhniy Tagil on the eastern slope of the MidUrals in the Sverdlovsk region of Russia.

NSMZ specializes in the manufacturing of rail fastenings and is one of the major suppliers of baseplates for separate and spike fastenings, as well as of the PK-type clamps to the Russian market and CIS countries.

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107www.evraz.com


evRaZ consolidated West siberian metallurgical Plant

EVRAZ ZSMK is located in Novokuznetsk and is one of the largest steel manufacturers in Siberia. Since July 1, 2011 ZSMK and NKMK have merged into EVRAZ Consolidated West Siberian Metallurgical Plant. EVRAZ ZSMK includes the structural steel rolling facility and the rail rolling facility which make it the integrated steelmaking company. It provides complete metallurgical production cycle.

The blast furnace plant comprises three blast furnaces with a total usable volume of 8,000 m3. The total volume of blast furnaces #1 and 3 is 3,000 m3, and that of blast furnace #2 — 2,000 m3. Each blast furnace is equipped with four stoves.

The steelmaking plant of the structural steel facility comprises two blast oxygen plants, five converters (three converters of 160 t and two converters of 350 t), a billet, slab casters and an ingot teeming plant.

The rolling plant of the structural steel facility comprises: a breakdown mill “1250” (square bars, slabs); a continuous bar mill (square bars); a wire mill “250-1” (wire rod, rebars, round bars); two light section mills:– “250-1” (rebars, round bars, angles);– “250-2” (rebars, round bars);

a medium section mill “450” (pit props SVP-type, I-beams, channels, monorail beams, angles, round bars, square bars 60 x 60, rebars);

steel rolling plant (SPrP) — wire, electrodes, nails and etc.

The rated capacity of the steelmaking plant of the rail rolling facility totals 1.5 mln/tpa of steel. Steel is produced in two electric arc furnaces with a rated volume of 100 t. Ladle furnaces and a VOD degasser are used for secondary metallurgy.

The rolling operation of the rail rolling plant is represented by the rail and beam plant, the plate plant, and the long product plant: the rail and beam plant manufactures rails and rail sections, bars and shapes);

the plate plant manufactures plates with gauges of 5 to 25 mm, widths 1000 to 1800 mm, lengths 3000 to 6000 mm);

the long product plant comprises mill “450” (round bars, ball blanks, plowshare bars, counter angle and etc.);

the rail fastenings plant manufactures clamps, fishplates, stirrup stops and etc;

ball mills № 1 and 2 (the grinding balls of various diameters).

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109www.evraz.com


ЕVRAZ DMZ Petrovskogo is located in Ukraine, Dnepropetrovsk.The plant operates a complete metallurgical production

cycle; two blast furnace plants with a total volume of 1733 m3 (BF #2 — 700 m3, BF #3 — 1033 m3) and a rated plant capacity of 1795 K tpa (hot metal), whilst the steelmaking operation takes place in a blast oxygen shop. The steel plant comprises three converters of 50 m3 with a rated plant capacity of 1230 K tpa of steel. The plant equipment enables treatment of liquid steel with liquid synthetic slags, and allows manufacturing through up to 63 heats per 24 hours.

The plant is able to manufacture commercial quality carbon steels, structural, low alloy and alloy steel grades, and rolling operations are represented by two plants which comprise: Mill “800”, which works on the same process flow as Break

down Mill “1050” . Manufactured products comprise: seamless pipe blanks and square bars, blooms, crane, tram and mine rails, Ibeams type 22S, lining bars for drumtype coal mills and orepulverizing mills, round products for grinding media, mining section SVP-type and etc.;

Medium section Mill «550», which manufactures tailor-made products such as special flats for automobile wheel rims, pit props, currentcollecting rails for underground lines. Mill “550” also manufactures products for general application (parallel flange channels № 8P–30P, channels U and UPE under the European standards; equal angles № 70–125).

ЕvRaZ DmZ Petrovskogo

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EVRAZ Vitkovice Steel is headquartered in Ostrava, Czech republic. Acquisition of the company in 2005 offered a considerable extension of the sheet pile mix, including light sheet piles.

EVRAZ Vitkovice Steel comprises a steelmaking plant with conticasting equipment, two rolling mills (a plate mill and a heavy section mill) as well as an oxygen cut section plant.

The company’s main product mix includes plates, sheet piles, steel, and flame-cut sections.

evRaZ vitkovice steel


for notes

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PRODUCTCATALOGUEEurope and Asia

4, Belovezhskaya streetMoscow, Russia, 121353Tel. +7 (495) 363 19 63

[email protected]

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