AM Katalog Dlouhe En

© ArcelorMittal Ostrava a.s.MarketingAugust 2008

Czech Republic

Long products and wire rodproduction programme

ArcelorMittal Ostrava

1

4 Roundbars

8 Reinforcingbars

12 Wirerod

14 Flatbars

18 EqualAngles

24 UnequalAngles

26 I,IPE,HEAandHEBshapebars

30 Channels

Table of contents

Certification Rolling Mills of ArcelorMittal Ostrava a.s.

RollingMillsareholderofcertificates:

-QualitySystemManagementaccordingtoENISO9001sincetheyear1992

-EnvironmentalManagementSystemaccordingtoENISO14001sincetheyear1997.

Furthermoretheyobtainedandrenewonregularbasethecertificatesofcomformitytotheprodu-cttechnicalrequirements:-TZÚSPrahaforthedeliveriestodomesticmarketandEUmarket--ZETOMKatowiceforthedeliveriestoPoland-IBDIMWarszawaforthedeliveriestoPoland-TSÚSBratislavaforthedeliveriestoSlovakia-TÜVNORDCERTforthedeliveriestoexport.

Hotrolledproductsofstructuralnon-alloysteelswillbedeliveredaccordingtoEN10025-2:2004(oritsidenticalnationalmodificationse.g.DINEN,ČSN EN) and with CE marking.

Productsmanufacturedaccordingtoothersstan-dartscanonlybedeliveredwithouttheconfor-mitymarkingwithanotificationincludedinthesalescontractsthattheproductsarenotdesti-nedfortheuseintheconstructionindustry.

ArcelorMittal Ostrava a.s. traditional producer of the high quality metalurgical products

3

RollingMillsofArcelorMittalOstravaa.s.areatraditionalproduceroflongproductsintheCzechrepublic.Longproductsmainlyforconstructionsandstructures,areproducedattwoSectionsRol-lingMill,andoneContinuousWireRodMill.TheHeavySectionMillproducesheavyandmediumsectionsteel,fromthesimplesections,troughtheshapedbars,specialsectionbarsandI,IPEandUbars,uptothesizeof220mm.ThecontinuousWire-RodMillproduceshotrolledstellwirerod,andreinforcingbarsofsmalldiameters.ThemediumSectionMillwhichwasputinoperationintheyear1981producesavarietyassortmentofhotrolledlongproducts:fineandmediumsectionsofbasicsshapes,ribbedreinforcingbars,I,IPEbarsupto140mmsize,Ubarsupto120mmsizeandsomespecialprofiles.

Round bars According to EN 10060:2003, ČSN 42 5510-1:1994, HŽ 42 5511:1993, HŽ 42 5517:1993, DIN 1013/1:1976

Mill

Nominaldiameter Maximumdeviationofdiameter

Roundnessdeviation

(Max. ovality)

Crosssectionalarea

Weightof1m

dmm

Δdmm

mmA

cm2

Gkg/m

MediumSection

Mill

10 ±0.4 0.8 0.785 0.617

12 ± 0.4 (± 0.25)1 0.8 (0.5)1 1.13 0.888

14 ±0.4(±0.25)1 0.8 (0.5)1 1.54 1.21

15 ±0.4(±0.3) 0.8 1.77 1.39

16 ±0.5 1.0 2.01 1.58

17 ± 0.5 (± 0.4) 1.0 2.27 1.78

18 ± 0.5 (± 0.25)1 1.0 (0.5)1 2.54 2.00

19 ± 0.5 (± 0.4) 1.0 2.84 2.23

20 ±0.5 1.0 3.14 2.47

22 ±0.5 1.0 3.80 2.98

22.25 ±0.251 0.51 3.88 3.05

23.6 ±0.251 0.51 4.37 3.43

24 ±0.5 1.0 4.52 3.55

24.53 ±0.5 1.0 4.71 3.70

25 ±0.5 1.0 4.91 3.85

26 ± 0.6 (± 0.3)1 1.2 (0.6)1 5.31 4.17

26.7 ±0.31 0.61 5.60 4.39

27 ±0.6 1.2 5.73 4.49

28 ± 0.6 (± 0.3)1 1.2 6.16 4.83

29 ± 0.6 (± 0.3)1 1.2 6.61 5.18

29.53 ±0.5 1.0 6.83 5.36

29.7 ±0.31 0.61 6.93 5.44

30 ±0.6 1.2 7.07 5.55

31 ±0.6 1.2 7.55 5.92

32 ± 0.6 (± 0.35 )1 1.2 8.04 6.31

34 ± 0.6 (± 0.35 )1 1.2 9.08 7.13

34.43 ±0.6 1.2 9.29 7.30

35 ± 0.6 (± 0.35 )1 1.2 9.62 7.55

35.7 ±0.351 0.71 10.01 7.86

36 ±0.8 1.6 10.17 7.99

37 ±0.8 1.6 10.75 8.44

38 ± 0.8 (± 0.35)1 1.6 (0.7)1 11.34 8.9

392 ±0.8 1.6 11.94 9.38

39.23 +0.9;-0.8 1.7 12.07 9.47

40 ±0.8 1.6 12.60 9.87

5

Mill

Nominaldiameter Maximumdeviationofdiameter

Roundnessdeviation

(Max. ovality)

Crosssectionalarea

Weightof1m

dmm

Δdmm

mmA

cm2

Gkg/m

MediumSection

Mill

42 ± 0.8 (± 0.42)1 1.6 (0.84)1 13.85 10.9

44 ± 0.8 (± 0.44)1 1.6 (0.88)1 15.26 11.9

45 ± 0.8 (± 0.45)1 1.6 (0.9)1 15.90 12.5

46 ±0.8 1.2 16.61 13.0

47 ± 0.8 (± 0.47)1 1.6 (0.94)1 17.37 13.6

48 ±0.8 1.6 18.09 14.2

49.23 +0.9;-0.8 1.7 19.01 14.92

50 ±0.8 1.6 19.64 15.4

51 ±0.511 1.02 20.42 16.0

52 ±1 (± 0.52)1 2.0 (1.04)1 21.24 16.7

53 ±1.0 2.0 22.05 17.3

54 ±1.0 1.5 22.89 18.0

55 ±1.0 2.0 23.80 18.7

55.8 ±0.551 1.11 24.44 19.2

56 ±1.0 2.0 24.62 19.3

57 ±1.0 2.0 25.50 20.0

58 ±1.0 2.0 26.41 20.7

593 +1.1;-1.0 2.1 27.33 21.46

60 ±1.0 2.0 28.30 22.2

62 ±1.0 2.0 30.18 23.7

63 ±1.0 2.0 31.16 24.5

65 ±1.0 2.0 33.20 26.0

HeavySection

Mill

70 ±1.0 1.5 38.50 30.2

75 ±1.0 1.5 44.20 34.7

80 ±1.0 1.5 50.30 39.5

85 ±1.3 1.95 56.70 44.5

90 ±1.3 1.95 63.60 49.9

95 ±1.3 1.95 70.90 55.6

100 ±1.3 1.95 78.50 61.7

105 ±1.5 2.25 86.60 68.0

110 ±1.5 2.25 95.00 74.6

1The limit deviations of nominal diameter are valid for supplies of bars according to HŽ 425517 standard “Round bars from steel grades of classes 10 and 11 hot rolled for screw mills”. The bars according to ČSN 425510 standard from the Medium Section Mill in the limit deviation with increased accuracy of production can be supplied upon agreement only.2The diameter 39 mm (according to DIN 1013/2:1976) common accuracy upon agreement with the producer only.3Round bars for production mill ball according to internial standards. Steel grade 11 901 according HŽ 41 1901 standard.

Notice:Roundbarsofdiameter70-110mmfromHeavySectionMillaredelivereduponagreementwiththeproducerandsalesdepartment.Thesesizesarethesubjectofirregularproduction.

R . . . . . . . . . . . . . . . . . . . . . . . . . . .

Round bars

Qualitystandards/numericalcodeHeavySectionMill

Standards/SteelGrades

EN10025-2:2004EN10025:1990

+A1:1993ČSN DIN17100:1980 EN10083:2006

EN10083:1991+A1:1996

S235JR S235JR 11375 St37-2

S235JR S235JRG2 11375 RSt37-2

S235JO S235J0 11378 St37-3

114161

S355JR S355JR 11523 St52-3

S355J0 S355J0 115231 St52-3

E295 E295 115001 St50-2

E335 E335 116001 St60-2

E360 E360 117001 St70-2

120401 C35,C35E,C35R1 C35,C35E,C35R1

120501 C45,C45E,C45R1 C45,C45E,C45R1

120601 C55,C55E,C55R1 C55,C55E,C55R1

1Steelgradessupplieduponagreementonly.Itispossibletodeliveralsoothersteelgradesaccordingtootherstandardsuponagreement.SteelgradesaccordingtoEN10025-2:2004aredeliveredintreatmentconditions+AR

7

MediumSectionMill

Standards/SteelGrades

EN10025-2:2004EN10025:1990

+A1:1993ČSN

DIN17100:1980

EN10083:2006

EN10083:1991+A1:1996

EN10084:1998

S235JR S235JR 11375 St37-2

S235JR S235JRG2 11375 St37-2

S235J0 S235J0 11 3781 St 37-3

S275JR S275JR 11443 St44-2

S275J0 S275J0 11443 St44-2

S275J2 S275J2G4 114481 St44-3

S355JR S355JR 115231 St52-3

S355J0 S355J0 115231 St52-3

S355J2 S355J2G3 115231 St52-3

E295 E295 11500 St50-2

E335 E335 11600 St60-2

E360 E360 11700 St70-2

12010 C10E,C10R

12020 C15E,C15R

12023 C15E,C15R

12040 C35,C35E,C35R C35,C35E,C35R

12050 C45,C45E,C45R C45,C45E,C45R

12060 C55,C55E,C55R C55,C55E,C55R

12061 C60,C60E,C60R C60,C60E,C60R

1 These steels with the guaranteed Al content 11 378, 11 448 and 11 523 ( incl. equivalents according to foreign standards) of diameters from 10 to 20 mm can be supplied upon agreement withtheproduceronly.

•Thereispossibilitytosupplyalsoothersteelgradesaccordingtootherstandardsuponagreement.

•Plain structural steel grades with higher carbon content 11 500, 11 600 a 11 700, (incl. equivalents according to foreign standards) steel grade 11 448 (incl. equivalents) and carbon steel grades (12 010 – 12 061) are supplied in size from the diameter of ø22mm.Diameters10to22mmaredelivereduponagreementonly.

•Steelgradesofclass12060and12061andtheirsequivalentsaccordingtotheforeignstandardsuponagreement.

•SteelgradesaccordingtoEN10025-2:2004aredeliveredintreatmentconditions+AR

R . . . . . . . . . . . . . . . . . . . . . . . . . . .

Reinforcing steel bars

According to ČSN 42 139: 2007 B500B (formerly 10 505.9)

Mill

Nominaldiameter

Diameterofoutercover

area

Crossribheight

Ribwidth RibpitchNominalcrosssectionarea

Weightof1m

Minimum Nominal Maximum

Dmm

D2mm

hmm

b1=bmm

Lmm

cm2 kg kg kg

WireRodMill 81 9.3 0.7 0.9 5.3 0.503 0.380 0.395 0.410

MediumSection

Mill

10 11.6 0.80 1.0 6.5 0.785 0.57 0.617 0.69

12 14.0 1.00 1.2 7.2 1.130 0.82 0.888 0.98

14 16.6 1.10 1.4 8.4 1.154 1.13 1.21 1.30

16 18.8 1.20 1.6 9.6 2.01 1.48 1.58 1.67

18 21.0 1.30 1.8 10.5 2.54 1.88 2.00 2.10

20 23.2 1.45 2.0 11.5 3.14 2.32 2.47 2.57

22 25.4 1.65 2.2 13.0 3.80 2.81 2.98 3.11

25 28.8 1.85 2.5 14.5 4.91 3.64 3.85 4.01

28 32.0 2.05 2.8 15.5 6.16 4.58 4.83 5.02

32 37.0 2.20 3.2 16.5 8.04 5.99 6.31 6.55

1 There is possibility to deliver in coils or bars upon agreement with production plant.

Notice:

• The limit deviations of rib height” h “ are: - to ∅16 mm + 40 %, - 25 % of mentioned value of size - from ∅18 mm ± 25 % of mentioned value of size

• Allowed deviations of ribs pitch “ L “ are ± 15 % in all extent of mentioned diameters.

• The diameter of cover area is measured over longitudinal ribs

According ŐNORM B 4200/7:1987

Mill

Nominaldiameter

Crossribheight


Weightof1m


Dmm

hmax

mmb

mmLmin-max

mmcm2 kg kg kg

MediumSection

Mill

10 1.02 1.0 6.39-8.64 0.785 0.587 0.617 0.647

12 1.25 1.2 7.36-9.96 1.130 0.844 0.888 0.932

14 1.47 1.4 8.33-11.27 1.154 1.15 1.21 1.27

16 1.70 1.6 9.31-12.59 2.01 1.50 1.58 1.66

18 1.73 1.8 10.28-13.91 2.54 1.90 2.00 2.10

20 1.93 2.0 11.26-15.23 3.14 2.35 2.47 2.59

24 2.35 2.4 13.20-17.86 4.52 3.38 3.55 3.72

26 2.55 2.6 14.19-19.20 5.31 3.97 4.17 4.37

30 2.95 3.0 16.13-21.82 7.07 5.28 5.55 5.82

pic. ČSN, DIN

9

According to BS 4449:1997 – Grade 460 B, B500B; According to BS 4449:2005 (from dia D 12 mm)

Mill

Nominaldiameter

Nominalcrosssectionalarea

Min.mass Nominalmass Max.mass

Dmm

mm2 kg/m kg/m kg/m

MediumSection

Mill

10 78.5 0.576 0.617 0.656

12 113.1 0.848 0.888 0.928

16 201.1 1.508 1.579 1.650

20 314.2 2.355 2.466 2.577

25 490.9 3.681 3.854 4.027

32 804.2 6.029 6.313 6.597

Notice: Millimeter dimensions only, not inches.

According to ASTM A 615 / A 615 M-00(01b) – Grade 401,Grade601

Mill

Nominaldiameter


Min.mass Max.mass

Dmm

mm2 kg/m kg/m

MediumSection

Mill

9.5 71 0.526 0.560

12.7 129 0.934 0.994

15.9 199 1.459 1.552

19.1 284 2.101 2.235

22.2 387 2.859 3.042

25.4 510 3.735 3.973

1 Supplies upon agreement with the producer only.

According to DIN 488/T2:1986 – jakost BSt 500S (IVS) According to DIN 488/T1:1984

Mill

Nominaldiameter


area

Crossribheight


Weightof1m


Dmm

D2

mmh

mmb1=bmm

Lmm

cm2 kg kg kg

MediumSection

Mill

10 11.6 0.8 1.0 6.5 0.785 0.59 0.617 0.69

12 14.0 1.0 1.2 7.2 1.13 0.85 0.888 0.98

14 16.6 1.1 1.4 8.4 1.54 1.15 1.21 1.30

16 18.8 1.2 1.6 9.6 2.01 1.50 1.58 1.67

20 23.2 1.45 2.0 11.5 3.14 2.34 2.47 2.57

25 28.8 1.85 2.5 14.5 4.91 3.64 3.85 4.01

28 32.0 2.05 2.8 15.5 6.16 4.58 4.83 5.02

pic. ŐNORM

Reinforcing steel bars

According to SS-ENV 10 080:1995 + NAD(S) Grade B500 BT

Mill

Nominaldiameter


area

Crossribheight

Ribwidth RibpitchNominal

crosssectionarea

Weightof1m


Dmm

D2

mmh

mmbmin=bmax

mmL

mmcm2 kg kg kg

MediumSection

Mill

10 11.6 0.6 1.0 7.48-5.52 0.785 0.59 0.617 0.64

12 14.0 0.78 1.2 8.28-6.12 1.13 0.86 0.888 0.92

14 16.6 0.91 1.4 9.66-7.14 1.54 1.17 1.21 1.25

16 18.8 1.04 1.6 11.04-8.16 2.01 1.52 1.58 1.64

20 23.2 1.30 2.0 13.8-10.2 3.14 2.38 2.47 2.57

25 28.8 1.63 2.5 17.25-12.75 4.91 3.70 3.85 4.00

28 32.0 1.82 2.8 19.32-14.28 6.16 4.64 4.83 5.02

32 37.0 1.85 3.2 22.1-16.4 8.04 6.06 6.31 6.56

PN-ISO6935-2:1998+AK-GradeRB500W

Mill

Nominaldiameter


NominalmassNominalmass

deviation

Dmm

mm2 Kg/m %

Wire-RodMill 8 50.3 0.395 +/-8

MediumSection

Mill

10 78.3 0,617 +/-5

12 113 0,888 +/-5

16 201 1,58 +/-5

20 314 2,47 +/-5

25 491 3,85 +/-5

32 804 6,31 +/-5

obr. SS-ENV

11

REB . . . . . . . . . . . . . . . . . . . . . . . . . . .

Wire rodAccording to HŽ 42 5410:1993, DIN 59110:1962

Mill

Nominaldiameter Limit deviation (HŽ) Limit deviation (DIN) Weightof

mm mm mm1mkg

Wire-Rod Mill

5.5 ±0.4 ±0.3 0.19

6 ±0.4 ±0.3 0.22

6.5 ±0.4 ±0.3 0.26

7 ±0.4 ±0.4 0.30

7.5 ±0.4 ±0.4 0.35

8 ±0.4 ±0.4 0.40

8.5 ±0.5 ±0.4 0.45

9 ±0.5 ±0.4 0.50

9.5 ±0.5 ±0.4 0.56

10 ±0.5 ±0.4 0.62

10.5 ±0.5 ±0.4 0.68

11 ±0.5 ±0.4 0.75

11.5 ±0.5 ±0.4 0.81

12 ±0.5 ±0.4 0.89

12.5 ±0.5 ±0.4 0.96

13 ±0.5 ±0.4 1.04

13.5 ±0.5 ±0.4 1.12

14 ±0.5 ±0.4 1.21

SuppliedsteelgradesQualitystandards/numericalcode

EN10025-2:2004 EN10025+A1:1993 ČSN DIN17100:1980 DIN17140:1983 ASTMA510M:1982

113002 D6-21 1006

113002 D8-21 1006

113202 D9 1008

11343 10101

S235JR S235JR 11375 St37-2 10151

S235JR S235JRG2 11375 RSt37-2 10151

11425

1 Steel grades D 6-2, D 8-2, 1010 and 1015 are delivered upon agreement with the producer only.2 Steel grades 11 300 and 11 320 according to ČSN are delivered as continuously cast killed steel with Si content max. 0,15 %. For wire rod intended for zinc galvanizing, the Si content has to be agreed in the contract of

purchase.SteelgradesaccordingtoEN10025-2:2004aredeliveredintreatmentconditions+AR

13

WR . . . . . . . . . . . . . . . . . . . . . . . . . . .

Flat barsAccording to EN 10058:2003, ČSN 42 5522 – 1:1994, DIN 1017:1967, list 1

Mill:MediumSectionMIll:width18–120mm,HeavySectionMill:width130–170mm

DimensionThicknesstelerancemm

4 5 6 6.51 7 8 91 10 111 12 131 14 15 16 18 20

Widthb

mm

Widthtolerance

mm

Thicknesstelerancemm

± 0.4 (± 0.3)2

Weightkg/m

18 ± 0.8 (± 0.5)2 0.848

20 ± 0.8 (± 0.5)2 0.628 0.785 0.942 1.02 1.10 1.26 1.41 1.57 1.88 2.04 2.20 2.36

22 ± 0.8 (± 0.5)2 0.864 1.04 1.12 1.21 1.38 1.73 1.90 2.07 2.25 2.42 2.59

25 ± 0.8 (± 0.5)2 0.785 0.981 1.18 1.28 1.37 1.57 1.96 2.36 2.55 2.75 2.94 3.14 3.53

26 ± 0.8 (± 0.5)2 1.02 1.22 1.33 1.43 1.63 2.04 2.45 2.65 2.86 3.06 3.27 3.67

28 ± 0.8 (± 0.5)2 1.10 1.32 1.43 1.54 1.76 2.20 2.64 2.86 3.08 3.52 3.96

30 ± 0.8 (± 0.5)2 0.942 1.18 1.41 1.53 1.65 1.88 2.12 2.36 2.83 3.06 3.30 3.53 3.77 4.24 4.71

32 ± 0.8 (± 0.5)2 1.26 1.51 1.63 1.76 2.01 2.51 3.01 3.27 3.52 3.77 4.02 4.52 5.02

35 ± 0.8 (± 0.5)2 1.099 1.37 1.65 1.79 1.92 2.20 2.75 3.30 3.57 3.85 4.12 4.40 4.95 5.50

38 ± 0.8 (± 0.5)2 1.49 1.79 1.94 2.39 2.98 3.58 3.88 4.18 4.47 4.77 5.97

40 ± 0.8 (± 0.5)2 1.256 1.57 1.88 2.04 2.20 2.51 2.83 3.14 3.77 4.08 4.40 4.71 5.02 5.65 6.28

45 ± 0.8 (± 0.5)2 1.413 1.77 2.12 2.30 2.47 2.83 3.53 4.24 4.59 4.95 5.30 5.65 6.36 7.07

50 ± 0.8 (± 0.5)2 1.57 1.96 2.36 2.55 2.75 3.14 3.53 3.93 4.71 5.10 5.50 5.89 6.28 7.07 7.85

Widthb

mm

Widthtolerance

mm


± 0.5 (± 0.3)2

Weightkg/m

55 ± 1.0 (± 0.7)2 2.16 2.59 2.81 3.02 3.45 4.32 5.18 5.61 6.04 6.48 6.91 7.77 8.64

60 ± 1.0 (± 0.7)2 1.884 2.36 2.83 3.06 3.30 3.77 4.24 4.71 5.65 6.12 6.59 7.07 7.54 8.48 9.42

65 ± 1.0 (± 0.7)2 2.55 3.06 3.32 3.57 4.08 4.59 5.10 6.12 6.63 7.14 7.65 8.16 9.18 10.2

70 ± 1.0 (± 0.7)2 2.75 3.30 3.57 3.85 4.40 5.50 6.59 7.14 7.69 8.24 8.79 9.89 11.0

75 ± 1.0 (± 0.7)2 2.94 3.53 3.83 4.71 5.89 7.07 7.65 8.83 9.42 11.8

80 ± 1.5 (± 1.2)2 3.14 3.77 4.08 4.40 5.02 6.28 6.91 7.54 8.16 8.79 9.42 10.0 11.3 12.6

90 ± 1.5 (± 1.2)2 3.53 4.24 4.59 4.95 5.65 6.36 7.07 7.77 8.48 9.18 9.89 10.6 11.3 12.7 14.1

100 ± 1.5 (± 1.2)2 3.93 4.71 5.10 5.50 6.23 7.85 8.64 9.42 10.2 11.0 11.8 12.6 14.1 15.7

105 ± 2.0 (±1.6)2 13.18

110 ± 2.0 (±1.6)2 4.32 5.18 6.04 6.91 7.77 8.64 9.50 10.4 11.2 12.1 13.0 13.8 15.5 17.3

120 ± 2.0 (±1.6)2 4.71 5.65 6.59 7.54 9.42 11.3 14.1 15.1 18.8

125 19,63

130 ±2.5 10.2 11.2 12.2 13.3 14.3 15.3 16.3 18.4 20.4

140 ±2.5 11.0 13.2 15.4 16.5 17.6 19.8 22.0

150 ±2.5 11.8 13.0 14.1 15.3 16.5 17.7 18.8 21.2 23.6

160 ±2.5 10.0 11.3 12.6 13.8 15.1 16.3 17.6 18.8 20.1 22.6 25.1

170 ±2.5 10.7 12.0 13.3 14.7 16.0 17.3 18.7 20.0 21.3 24.0 26.7

1ThesizeswiththesethicknessesaresuppliedaccordingtotheDIN1017:1967standardsheet1,only.2Limitdeviationsofwidthandthicknessatenhancedaccuracyofproduction.Flatbarsthickness4mmaredelivereduponagreementwithproduceronly.

15

DimensionThicknesstelerancemm

22 25 30 35 40 45 50 60

Widthb

mm

Widthtolerance

mm


± 0,8 (± 0,7) 2

Weightkg/m

35 ± 0.8 (± 0.5) 2 6.04 6.87

38 ± 0.8 (± 0.5) 2 6.56 7.46

40 ± 0.8 (± 0.5) 2 6.91 7.85 9.42

45 ± 0.8 (± 0.5) 2 7.77 8.83 10.6

50 ± 0.8 (± 0.5) 2 8.64 9.81 11.8 13.7

Widthb

mm

Widthtolerance

mm


± 1,0 (± 0,7) 2 ± 1,5 (± 1,2) 2

Weightkg/m

55 ± 1.0 (± 0.7) 2 9.50 10.8 13.0 15.1

60 ± 1.0 (± 0.7) 2 10.4 11.8 14.1 16.5 18.8 21.2

65 ± 1.0 (± 0.7) 2 11.2 12.8 15.3 17.9 20.4 23.0

70 ± 1.0 (± 0.7) 2 12.1 13.7 16.5 19.2 22.0 24.7 27.5

75 ± 1.0 (± 0.7) 2 14.7 17.7 20.6 23.6

80 ± 1.5 (± 1.2) 2 13.8 15.7 18.8 22.0 25.1 28.3 31.4

90 ± 1.5 (± 1.2) 2 15.5 17.7 21.2 24.7 28.3 31.8 35.3

100 ± 1.5 (± 1.2) 2 17.3 19.6 23.6 27.5 31.4 35.3

105 ± 2.0 (± 1.6) 2 32.97

110 ± 2.0 (± 1.6) 2 19.0 21.6 25.9 30.2 34.5

120 ± 2.0 (± 1.6) 2 23.6 28.3

125

130 ±2.5 22.5 25.5 30.6 35.7 40.8 45.9 51.0 62.2

140 ±2.5 24.2 27.5 33.0 38.5 44.0 49.5 55.0 65.9

150 ±2.5 25.9 29.4 35.3 41.2 47.1 53.0 58.9 70.7

160 ±2.5 27.6 31.4 37.7 44.0 50.2 56.5 62.8 75.4

170 ±2.5 29.4 33.4 40.0 46.7 53.4 60.0 66.7 80.1

FL . . . . . . . . . . . . . . . . . . . . . . . . . . .

Flat barsAccording to EN 10058:2003, ČSN 42 5522 – 1:1994, DIN 1017:1967, list 1


MediumSectionMill

EN10025-2:2004 EN10025:1990+A1:1993 ČSN DIN17100:1980 EN10083:1991+A1:1996 EN10083:2006

S235JR S235JR 11375 St37-2

S235JR S235JRG2 11375 RSt37-2

S275JR S275JR 11443 St44-2

S275J0 S275J0 11443 St44-2

S275J2 S275J2G4 11448 St44-3

S355JR S355JR 11523 St52-3

S355J0 S355J0 11523 St52-3

S355J2 S355J2G3 11523 St52-3

E295 E295 11500 St50-2

E335 E335 11600 St60-2

E360 E360 11700 St70-2

12010

12020

12023

12040 C35,C35E,C35R C35,C35E,C35R

12050 C45,C45E,C45R C45,C45E,C45R

12060 C55,C55E,C55R C55,C55E,C55R

12061 C60,C60R,C60R C60,C60R,C60R

Notice:•Thereispossibillitytodeliveralsoothersteelgradesnotincludedinthisproductionprogrammeaccordingtootherstandardsuponagreement.•Steel grades 12 060 and 12 061 ( and their equivalents according to foreign standards) are delivered upon agreement with the producer only.•Plain structural steels with higher content of carbon 11 500, 11 600 a 11 700 (incl. equivalents), steel grade 11 448 (incl. equivalents), and carbon steel grades (12 010 – 12 061) are deliveredinwidthsfrom50mmup.Widthupto50mmuponagreementonly.• Steel grade with guarranted Al content 11 448 and 11 523 (including foreign equivalents), width up to 40 mm (included) are delivered upon agreement with the producer.•SteelgradesaccordingtoEN10025-2:2004aredeliveredintreatmentconditions+AR

HeavySectionMill

EN10025-2:2004 EN10025:1990+A1:1993 ČSN DIN17100:1980 EN10083:2006 EN10083:1991+A11996

S235JR S235JR 11375 St37-2

S235JR S235JRG2 11375 RSt37-2

S235JO S235JO

S275JR S275JR 11443 St44-2

S355JR S355JR 11523 St52-3

S355J0 S355J0 11523 St52-3

C35,C35E,C35R1) C35,C35E,C35R1)

C45,C45E,C45R1) C45,C45E,C45R1)

C55,C55E,C55R1) C55,C55E,C55R1)

Notice:•There is possibillity to deliver also other steel grades not included in this production programme according to other standards upon agreement. Straightness parameter 0,4 % Δl.•SteelgradesaccordingtoEN10025-2:2004aredeliveredintreatmentconditions+AR1) Uponagreementonly

17

FL . . . . . . . . . . . . . . . . . . . . . . . . . . .

Equal AnglesAccording to EN 10056-1:1998, EN 10056-2:1993, DIN 1028:1994

Mill

DesignationNominaldimensions Extremefibredistance

cm

Crosssection

areacm2

Weight

kg/m

La

mm

s

mm

r1

mm

r2

mm

e

mm

w

mm

v1

mm

v2

mm

A

mm

G

mm

MediumSection

Mill

L40×4 40 4 6.0 3.0 1.12 2.83 1.58 1.41 3.08 2.42

L40×5 40 5 6.0 3.0 1.16 2.83 1.64 1.42 3.79 2.97

L45×4.5 45 4.5 7.0 3.5 1.25 3.18 1.58 1.74 3.90 3.06

L45×5 45 5 7.0 3.5 1.28 3.18 1.59 1.78 4.30 3.38

L50×4 50 4 7.0 3.5 1.36 3.54 1.92 1.76 3.89 3.06

L50×5 50 5 7.0 3.5 1.40 3.54 1.98 1.76 4.80 3.77

L50×6 50 6 7.0 3.5 1.44 3.54 2.04 1.77 5.69 4.47

L50×7 50 7 7.0 3.5 1.49 3.54 2.11 1.78 6.56 5.15

L55×6 55 6 8.0 4.0 1.56 3.89 2.21 1.94 6.31 4.95

L60×5 60 5 8.0 4.0 1.64 4.24 2.32 2.11 5.82 4.57

L60×6 60 6 8.0 4.0 1.69 4.24 2.38 2.11 6.91 5.42

L60×8 60 8 8.0 4.0 1.77 4.24 2.50 2.14 9.03 7.09

L65×7 65 7 9.0 4.5 1.85 4.60 2.62 2.29 8.70 6.83

L70×6 70 6 9.0 4.5 1.93 4.95 2.73 2.46 8.13 6.38

L70×7 70 7 9.0 4.5 1.97 4.95 2.79 2.47 9.40 7.38

L70×9 70 9 9.0 4.5 2.05 4.95 2.90 2.50 11.90 9.34

L75×6 75 6 9.0 4.5 2.05 5.30 2.90 2.65 8.73 6.85

L75×7 75 7 10.0 5.0 2.09 5.30 2.95 2.63 10.10 7.94

L75×8 75 8 10.0 5.0 2.13 5.30 3.01 2.65 11.50 9.03

L80×6 80 6 10.0 5.0 2.17 5.66 3.07 2.80 9.35 7.34

L80×8 80 8 10.0 5.0 2.26 5.66 3.20 2.82 12.30 9.66

L90×7 90 7 11.0 5.5 2.45 6.36 3.47 3.16 12.20 9.61

L90×8 90 8 11.0 5.5 2.50 6.36 3.53 3.19 13.90 10.90

L90×9 90 9 11.0 5.5 2.54 6.36 3.59 3.18 15.50 12.20

HeavySection

Mill

L90×101) 90 10 11.0 5.5 2.58 6.36 3.65 3.21 17.10 13.40

L100×8 100 8 12.0 6.0 2.74 7.07 3.87 3.52 15.50 12.20

L100×10 100 10 12.0 6.0 2.82 7.07 3.99 3.54 19.20 15.10

L100×12 100 12 12.0 6.0 2.90 7.07 4.10 3.57 22.70 17.80

L110×10 110 10 12.0 6.0 3.07 7.78 4.34 3.89 21.20 16.60

L120×10 120 10 13.0 6.5 3.31 8.49 4.69 4.22 23.20 18.20

L120×12 120 12 13.0 6.5 3.40 8.49 4.80 4.26 27.50 21.60

L130×12 130 12 14.0 7.0 3.64 9.19 5.15 4.60 30.00 23.60

a – armwidths – armthicknessr1 – innerradiusfilletr2 – armradiusfillete – centroiddistancefromouter armedgew – extremearmpointsdistance fromcentralaxisv1,v2 – distancefromcentralaxisI – momentofinertiaW – crosssectionmodulei – radiusofinertia

19

Mill

DesignationStaticvalues

x–x=y–y x–x h–h

Llx

cm4

Wx

cm3

ix

cm

Ix

cm4

ix

cm

Ih

cm4

Wh

cm3

ih

cm

MediumSection

Mill

L40×4 4.47 1.55 1.21 7.09 1.52 1.86 1.17 0.777

L40×5 5.43 1.91 1.20 8.60 1.51 2.26 1.38 0.773

L45×4.5 7.14 2.20 1.35 11.40 1.71 2.94 1.65 0.870

L45×5 7.88 2.44 1.35 14.88 1.69 3.34 1.85 0.880

L50×4 8.97 2.46 1.52 14.20 1.91 3.73 1.94 0.979

L50×5 11.00 3.05 1.51 17.40 1.90 4.59 2.32 0.98

L50×6 12.80 3.61 1.50 20.40 1.89 5.24 2.57 0.96

L50×7 14.60 4.15 1.49 23.10 1.88 6.02 2.85 0.96

L55×6 17.30 4.40 1.66 27.40 2.08 7.24 3.28 1.07

L60×5 19.40 4.45 1.82 30.70 2.30 8.03 3.46 1.17

L60×6 22.80 5.29 1.82 36.10 2.29 9.43 3.95 1.17

L60×8 29.10 6.88 1.80 46.10 2.26 12.10 4.84 1.16

L65×7 33.40 7.18 1.96 53.00 2.47 13.80 5.27 1.26

L70×6 36.90 7.27 2.13 58.50 2.68 15.30 5.60 1.37

L70×7 42.40 8.43 2.12 67.10 2.67 17.60 6.31 1.37

L70×9 52.60 10.60 2.10 83.10 2.64 22.00 7.59 1.36

L75×6 45.80 8.41 2.29 72.70 2.89 18.90 6.53 1.47

L70×7 52.40 9.67 2.28 83.60 2.88 21.10 7.15 1.45

L70×8 58.90 11.00 2.26 93.30 2.85 24.40 8.11 1.46

L80×6 55.80 9.57 2.44 88.50 3.08 23.10 7.54 1.57

L80×8 72.30 12.60 2.42 115.00 3.06 29.60 9.25 1.55

L90x7 92.60 14.10 2.75 147.00 3.46 38.30 11.00 1.77

L90x8 104.00 16.10 2.74 166.00 3.45 43.10 12.20 1.76

L90x9 116.00 18.00 2.74 184.00 3.45 47.80 13.30 1.76

HeavySection

Mill

L90x101) 127.00 19.80 2.72 201.00 3.42 52.60 14.40 1.75

L100×8 145.00 19.90 3.06 230.00 3.85 59.90 15.50 1.96

L100×10 177.00 24.70 3.04 280.00 3.82 73.30 18.40 1.95

L100×12 207.00 29.20 3.02 328.00 3.80 86.20 21.00 1.95

L110×10 239.00 30.10 3.36 379.00 4.23 98.60 22.70 2.16

L120×10 313.00 36.00 3.67 497.00 4.63 129.00 27.50 2.36

L120×12 368.00 42.70 3.65 584.00 4.60 152.00 31.60 2.35

L130×12 472.00 50.40 3.97 750.00 5.00 194.00 37.70 2.54

1) DeliveriesUponagreementonly

L . . . . . . . . . . . . . . . . . . . . . . . . . . .

Equal AnglesAccording to ČSN 42 5541:1974

Mill

Designation NominaldimensionsExtremefibredistance

cm

Crosssection

areacm2

Weight

kg/m

Lb

mm

t

mm

r

mm

r1

mm

e

mm

v

mm

v1

mm

w

mm

A

mm

G

mm

MediumSection

Mill

L40×4 40 4 6.0 3.0 1.12 1.58 1.41 2.83 3.07 2.42

L40×5 40 5 6.0 3.0 1.16 1.64 1.42 2.83 3.78 2.97

L45×4 45 4 7.0 3.5 1.23 1.74 1.58 3.18 3.49 2.74

L45×5 45 5 7.0 3.5 1.28 1.80 1.59 3.18 4.30 3.38

L50×4 50 4 7.0 3.5 1.35 1.92 1.76 3.54 3.89 3.06

L50×5 50 5 7.0 3.5 1.40 1.98 1.76 3.54 4.80 3.77

L50×6 50 6 7.0 3.5 1.44 2.04 1.77 3.54 5.69 4.47

L55×5 55 5 8.0 4.0 1.51 2.14 1.93 3.89 5.32 4.18

L55×6 55 6 8.0 4.0 1.56 2.21 1.94 3.89 6.31 4.95

L60×6 60 6 8.0 4.0 1.68 2.38 2.12 4.24 6.91 5.42

L60×8 60 8 8.0 4.0 1.77 2.50 2.14 4.24 9.03 7.09

L65×7 65 6 9.0 4.5 1.80 2.54 2.29 4.60 7.53 5.91

L65×8 65 8 9.0 4.5 1.88 2.66 2.31 4.60 9.85 7.73

L70×6 70 6 9.0 5.0 1.91 2.71 2.46 4.95 8.15 6.38

L70×7 70 7 10.0 5.0 1.96 2.77 2.47 4.95 9.42 7.38

L70×8 70 8 10.0 5.0 2.00 2.83 2.48 4.95 10.66 8.37

L80×6 80 6 10.0 5.0 2.16 3.06 2.82 5.66 9.35 7.34

L80×8 80 8 10.0 5.0 2.25 3.18 2.83 5.66 12.30 9.63

L80×10 80 10 10.0 5.0 2.33 3.30 2.86 5.66 15.10 11.90

L90×7 90 7 10.0 5.0 2.41 3.41 3.17 6.36 10.54 8.28

L90×8 90 8 10.0 5.0 2.50 3.54 3.19 6.36 13.86 10.89

HeavySection

Mill

L90×101) 90 10 10.0 5.0 2.58 3.65 3.21 6.36 17.10 13.43

L100×6 100 6 12.0 6.0 2.64 3.73 3.52 7.07 11.79 9.26

L100×8 100 8 12.0 6.0 2.73 3.86 3.53 7.07 15.51 12.18

L100×10 100 10 12.0 6.0 2.82 3.99 3.54 7.07 19.20 15.04

L100×12 100 12 12.0 6.0 2.90 4.11 3.57 7.07 22.70 17.83

L110×8 110 8 12.0 6.0 2.98 4.22 3.88 7.78 17.11 13.43

L110×10 110 10 12.00 6.0 3.07 4.34 3.90 7.78 21.15 16.61

L120×8 120 8 13.0 6.5 3.22 4.55 4.23 8.49 18.74 14.71

L120×10 120 10 13.0 6.5 3.31 4.68 4.24 8.49 23.18 18.20

L120×12 120 12 13.0 6.5 3.39 4.80 4.27 8.49 27.54 21.62

L130×12 130 12 14.0 7.0 3.64 5.14 4.61 9.19 29.97 23.53

L130×14 130 12 14.0 7.0 3.72 5.26 4.64 9.19 34.65 27.20

b – armwidtht – armthicknessr – innerradiusfilletr1 – armradiusfillete – centroiddistancefromouter armedgew – extremearmpointsdistance fromcentralaxisv,v1 – distancefromcentralaxisI – momentofinertiaW – crosssectionmodulei – radiusofinertia

21

Mill

DesignationStaticvaluesforbendingaxes

X–X=Y–Y X1–X1 x–x h–h

LJ W i Jx1 Jx ix Jh Wh ih

cm4 cm3 cm cm4 cm4 cm cm4 cm3 cm

MediumSection

Mill

L40×4 4.49 1.55 1.20 8.33 7.08 1.51 1.90 1.20 0.78

L40×5 5.45 1.91 1.19 10.54 8.59 1.50 2.30 1.40 0.78

L45×4 6.47 1.97 1.36 11.75 10.18 1.70 2.75 1.58 0.88

L45×5 7.88 2.44 1.35 14.88 12.41 1.69 3.34 1.85 0.88

L50×4 9.01 2.47 1.52 16.15 14.21 1.91 3.81 1.99 0.99

L50×5 11.00 3.05 1.51 20.42 17.37 1.90 4.63 2.34 0.98

L50×6 12.88 3.62 1.50 24.73 20.34 1.89 5.43 2.66 0.97

L55×5 14.78 3.71 1.66 26.98 23.31 2.09 6.26 2.92 1.08

L55×6 17.36 4.40 1.65 32.69 27.39 2.08 7.33 3.32 1.07

L60×6 22.87 5.25 1.81 42.46 36.14 2.28 9.60 4.03 1.17

L60×8 29.23 6.90 1.79 57.40 46.14 2.26 12.33 4.93 1.16

L65×6 29.30 6.23 1.97 53.67 46.26 2.47 12.35 4.85 1.28

L65×8 37.61 8.14 1.95 72.57 59.37 2.45 15.85 5.95 1.26

L70×6 36.83 7.24 2.12 66.64 58.07 2.66 15.59 5.76 1.38

L70×7 42.25 8.38 2.11 78.37 66.67 2.66 17.83 6.43 1.37

L70×8 47.45 9.49 2.10 90.17 74.88 2.64 0.01 7.07 1.36

L80×6 56.02 9.59 2.44 99.72 88.50 3.07 23.54 7.69 1.58

L80×8 72.45 12.60 2.43 134.62 114.60 3.05 30.30 9.52 1.57

L80×10 87.72 15.47 2.40 169.94 138.62 3.02 36.82 11.16 1.56

L90×6 80.94 12.28 2.77 142.29 128.07 3.48 33.82 9.91 1.79

L90×8 105.02 16.15 2.75 191.76 166.37 3.46 43.66 12.34 1.77

HeavySection

Mill

L90×101) 127.55 19.87 2.73 241.70 201.98 3.43 53.13 14.54 1.76

L100×6 111.47 15.13 3.07 193.37 175.88 3.86 47.07 12.63 1.99

L100×8 145.28 19.98 3.06 61.03 29.80 3.84 0.76 5.72 1.97

L100×10 177.12 24.66 3.04 329.25 280.32 3.82 73.93 18.55 1.96

L100×12 207.15 29.17 3.01 98.12 327.60 3.79 86.70 1.14 1.95

L110×8 195.77 24.41 3.38 347.86 310.01 4.25 81.52 19.33 2.18

L110×10 39.19 30.15 3.36 438.31 379.02 4.23 99.36 22.90 2.16

L120×8 256.08 29.16 3.69 450.36 405.36 4.65 106.81 23.45 2.38

L120×10 313.61 36.08 3.67 567.46 496.94 4.63 130.28 27.84 2.37

L120×12 368.36 42.79 3.65 685.38 83.68 4.60 53.04 31.89 2.35

L130×12 473.10 50.51 3.97 869.09 749.79 5.00 196.41 38.20 2.56

L130×14 541.01 58.27 3.95 1019.60 857.06 4.97 224.96 42.80 2.54

1) DeliveriesUponagreementonly

L . . . . . . . . . . . . . . . . . . . . . . . . . . .

Equal Angles produced according to drawings These dimensions are not mentioned either in ČSN or in DIN standards.

MillDesignation

L

Size in inches(when possible)

L

Nominal dimensions

Arm width a

mm

Arm thickness s

mm

MediumSection

Mill

L40x6 40 6L45x6 45 6L45x7 45 7L50x8 50 8L50x9 50 9L55x4 55 4L60x4 60 4L60x7 60 7L63x5 (2.5” x 1/4”) 63 5L63x6 (2.5” x 1/4”) 63 6

L63x6.5 (2.5” x 1/4”) 63 6.5L65x5 65 5L65x9 65 9

L65x10 65 10L65x11 65 11

L70x5 70 5L75x5 75 5L75x9 75 9

L75x10 75 10L75x5 (3” x 3/16”) 76 5

L75x6.5 (3” x 3/16”) 76 6.5L75x8 (3” x 5/16”) 76 8

L75x9.5 (3” x 3/8”) 76 9.5L75x13 (3” x 1/2”) 76 13L80x5 80 5L80x7 80 7L80x9 80 9

L80x12 80 12

a – armwidths – armthicknessr1 – innerradiusfilletr2 – armradiusfillete – centroiddistancefromouter armedgew – extremearmpointsdistance fromcentralaxisv1,v2 – distancefromcentralaxisI – momentofinertiaW – crosssectionmodulei – radiusofinertia

23

MillDesignation

L

Size in inches(when possible)

L

Nominal dimensions

Arm width a

mm

Arm thickness s

mm

HeavySection

Mill

L90x11 90 11L90x16 90 16L100x7 100 7L100x9 100 9

L100x11 100 11L100x16 100 16

L102x7 102 7L102x8 102 8

L102x10 102 10L102x13 102 13L110x6 110 6L110x7 110 7L110x9 110 9

L110x11 110 11L110x12 110 12L120x7 120 7L120x9 120 9

L120x11 120 11L120x13 120 13L120x14 120 14L120x15 120 15

L130x8 130 8L130x10 130 10L130x11 130 11L130x13 130 13L130x15 130 15


Mill EN10025-2:2004 EN10025:1990+A1:1993 ČSN DIN17100:1980

MediumSection

Mill

S235JR S235JR 11375 St37-2S235JR S235JRG2 11375 Rst37-2S235JO S235JOS275JR S275JR 11443 St44-2S275J0 S275J0 11443 St44-2S275J2 S275J2G4 11448 St44-3S355JR S355JR 11523 St52-3S355J0 S355J0 11523 St52-3S355J2 S355J2G3 11523 St52-3

HeavySection

Mill

S235JR S235JR 11375 St37-2S235JR S235JRG2 11375 Rst37-2S235J0 S235J0S275JR S275JR 11443 St44-2S275J0 S275J0 11443 St44-2S355JR S355JR 11523 St52-3S355J0 S355J0 11523 St52-3S355J2 S355J2G3 11523 St52-3

1ThereispossibilitytodelivergradeS355J2G3forequalangleswithwallthickness10-16mm.Itispossibletodeliveralsoothersteelgradesaccordingtoalternativestandards.SteelgradesaccordingtoEN10025-2:2004aredeliveredintreatmentconditions+M

L . . . . . . . . . . . . . . . . . . . . . . . . . . .

Unequal AnglesAccording to EN 10056-1:1998, EN 10056-2:1993, (DIN 1029:1994) According to ČSN 42 5545:1977

According to EN 10056-1:1998, EN 10056-2:1993, (DIN 1029:1994)

MillDesignation

L

Nominaldimensions ExtremefibredistanceCross

sectionarea

Weight

mma

mmb

mms

mmr1

mmr2

cmex

cmey

cmw1

cmw2

cmv1

cmv2

cmv3

cm2

Akg/m

G

HeavySection

Mill

100×65×7 100 65 7 10.0 5.0 3.23 1.51 6.83 4.91 2.66 3.48 1.70 11.2 8.77100×65×8 100 65 8 10.0 5.0 3.27 1.55 6.81 4.91 2.68 3.47 1.73 12.7 9.94100×65×9 100 65 9 10.0 5.0 3.32 1.59 6.78 4.91 2.76 3.46 1.75 14.2 11.1

100×65×10 100 65 10 10.0 5.0 3.38 1.63 6.76 4.91 2.78 3.45 1.76 15.6 12.3120×80×8 120 80 8 11.0 5.5 3.83 1.87 8.23 5.99 3.27 2.16 4.20 15.5 12.2

120×80×10 120 80 10 11.0 5.5 3.92 1.95 8.18 6.03 3.37 2.19 4.19 19.1 15.0120×80×12 120 80 12 11.0 5.5 4.00 2.03 8.14 6.06 3.46 2.25 4.18 22.7 17.8130×90×12 130 90 12 12.0 6.0 4.24 2.26 8.88 6.72 3.85 4.60 2.56 25.1 19.7

MillDesignation

L

Positionofaxis

Staticvalue

x–x y–y x–x h–h

h–h Ix Wx ix Iy Wy iy Ix ix Ih ihtanα cm4 cm3 cm cm4 cm3 cm cm4 cm cm4 cm

HeavySection

Mill

100×65×7 0.419 113 16.6 3.17 37.6 7.54 1.84 128 3.39 21.6 1.39100×65×8 0.418 127 18.9 3.16 42.2 8.54 1.83 144 3.37 24.8 1.39100×65×9 0.415 141 21.0 3.15 46.7 9.52 1.82 160 3.36 27.2 1.39

100×65×10 0.410 154 23.2 3.14 51.0 10.50 1.8Z1 175 3.35 30.1 1.39120×80×8 0.441 226 27.6 3.82 80.8 13.2 2.29 261 4.10 45.8 1.72

120×80×10 0.438 276 34.1 3.80 98.1 16.2 2.27 318 4.07 56.1 1.71120×80×12 0.433 323 40.4 3.77 114 19.1 2.25 371 4.04 66.1 1.71130×90×12 0.468 420 48.0 4.09 165 24.4 2.56 492 4.43 92.6 1.92

According to ČSN 42 5545:1977

MillDesignation

L

Nominaldimensions ExtremefibredistanceCross

sectionarea

Weight

mma

mmb

mms

mmr1

mmr2

cmex

cmey

cmw1

cmw2

cmv1

cmv2

cmv3

cm2

Akg/m

G

HeavySection

Mill

100×65×7 100 65 7 10.0 5.0 3.23 1.51 6.77 4.88 2.63 3.50 1.67 11.20 8.77100×65×8 100 65 8 10.0 5.0 3.27 1.55 6.81 4.91 2.68 3.49 1.70 12.70 9.94

100×65×10 100 65 10 10.0 5.0 3.36 1.63 6.77 4.94 2.78 3.47 1.76 15.60 12.25100×65×12 100 65 12 10.0 5.0 3.44 1.71 6.72 4.94 2.87 3.46 1.82 18.50 14.50110×70×10 110 70 10 10.0 5.0 3.69 1.72 7.43 5.37 2.95 3.78 1.86 17.10 13.43110×70×12 110 70 12 10.0 5.0 3.77 1.79 7.39 5.40 3.04 3.77 1.92 20.30 15.91

120×80×8 120 80 8 11.0 5.0 3.83 1.87 8.24 5.96 3.24 4.25 2.10 15.50 12.16120×80×10 120 80 10 11.0 5.0 3.92 1.95 8.19 6.00 3.34 4.23 2.16 19.10 15.02120×80×12 120 80 12 11.0 5.0 4.00 2.03 8.15 6.03 3.44 4.22 2.22 22.70 17.81130×90×10 130 90 10 11.0 5.0 4.16 2.19 8.93 6.65 3.74 4.66 2.48 21.10 16.59130×90×12 130 90 12 11.0 5.0 4.24 2.26 8.90 6.68 3.84 4.65 5.54 25.10 19.70130×90×14 130 90 14 11.0 5.0 4.32 2.34 8.86 6.71 3.94 4.65 2.60 29.00 22.74

140×90×8 140 90 8 11.0 5.5 4.49 2.03 9.57 6.80 3.58 4.89 2.29 17.90 14.04140×90×10 140 90 10 11.0 5.5 4.58 2.11 9.52 6.84 3.68 4.87 2.35 22.10 17.37140×90×12 140 90 12 11.0 5.5 4.66 2.19 9.48 6.88 3.78 4.85 2.41 26.30 20.64140×90×14 1470 90 14 11.0 5.5 4.74 2.27 9.43 6.91 3.87 4.84 2.47 30.40 23.84

a,b – armwidths – armthicknessr1 – innerradiusfilletr2 – armradiusfilletex,ey – centroiddistancefromouter armedgew1,w2, – extremearmpointdistance fromcentralaxisv1,v2,v3 – distancefromcentralaxisI – momentofinertiaW – crosssectionmodulei – radiusofinertiaα – centralaxisangleofinclination ofcrosssectioninertiafromYaxis

25

MillDesignation

L

Staticvalue

Positionofaxisy x–x h–h

h–h Ix Wx ix Iy Wy iy Ix ix Ih ihtanα cm4 cm3 cm cm4 cm3 cm cm4 cm cm4 cm

HeavySection

Mill

100×65×7 0.411 112.49 16.60 3.17 37.57 8.49 1.83 128.00 3.38 22.20 1.41

100×65×8 0.410 126.80 18.90 3.16 42.20 8.45 1.83 143.88 3.37 25.10 1.41

100×65×10 0.406 154.05 23.20 3.14 51.00 10.50 1.81 174.42 3.34 30.60 1.40

100×65×12 0.401 179.60 27.40 3.12 59.10 12.30 1.79 202.78 3.31 35.90 1.39

110×70×10 0.393 206.60 28.30 3.48 65.10 12.30 1.95 232.52 3.69 39.15 1.51

110×70×12 0.389 241.45 33.40 3.45 75.50 14.50 1.93 271.06 3.66 45.92 1.51

120×80×8 0.434 225.64 27.60 3.82 80.80 13.20 2.28 259.26 4.09 47.12 1.74

120×80×10 0.431 275.52 34.10 3.80 98.10 16.20 2.26 316.13 4.07 57.50 1.73

120×80×8 0.428 322.80 40.40 3.77 114.32 19.10 2.24 369.65 4.04 67.50 1.72

130×90×10 0.466 385.65 40.60 4.12 141.26 20.70 2.59 419.26 4.45 80.67 1.95

130×90×12 0.464 421.05 48.10 4.10 165.05 24.50 2.56 491.30 4.43 94.80 1.94

130×90×14 0.460 480.48 55.40 4.07 187.45 28.20 2.54 559.40 4.39 108.52 1.94

140×90×8 0.410 360.00 37.90 4.49 118.23 19.50 2.57 408.00 4.78 69.70 1.97

140×90×10 0.406 440.88 46.80 4.46 144.06 20.90 2.55 499.74 4.75 85.20 1.96

140×90×12 0.404 518.13 55.50 4.44 168.36 24.70 2.53 586.38 4.72 100.11 1.95

140×90×14 0.400 591.93 64.00 4.41 191.27 28.40 2.51 668.60 4.69 114.59 1.94



HeavySection

Mill

S235JR S235JR 11375 St37-2

S235JR S235JRG2 11375 Rst37-2

S235JO S235JO

S275JR S275JR 11443 St44-2

S275J0 S275J0 11443 St44-2

S355JR S355JR 11523 St52-3

S355J0 S355J0 11523 St52-3

S355J2 S355J2G3 11523 St52-3

Itispossibletodeliveralsoothersteelgradesaccordingtoalternativestandards.SteelgradesaccordingtoEN10025-2:2004aredeliveredintreatmentconditions+M

L . . . . . . . . . . . . . . . . . . . . . . . . . . .

I shaped barsAccording to ČSN 42 5550:1969 (DIN 1025/1:1995)

MillDesignation

I

NominaldimensionsCrosssection

areaWeight

mmh

mmb

mms

mmt

mmr1

mmr2

Acm2

Gkg/m

HeavySection

Mill

160 160 74 6.3 9.5 6.3 3.8 22.80 17.9

180 180 82 6.9 10.4 6.9 4.1 27.90 21.9

200 200 90 7.5 11.3 7.5 4.5 33.50 26.2

220 220 98 8.1 12.2 8.1 4.9 39.60 31.1

Mill

Designation

I

StaticvaluesforbendingaxesSx

Jx Wx ix Jy Wy iycm4 cm3 cm cm4 cm3 cm cm3

HeavySection

Mill

160 935 117 6.40 54.7 14.8 1.55 68.0

180 1450 161 7.20 81.3 19.8 1.71 93.4

200 2140 214 8.00 117 26.0 1.87 125

220 3060 278 8.80 162 33.1 2.02 162

h – crosssectionheightb – crosssectionwidths – webthicknesst – flangethicknessr1 – innerradiusfilletr2 – flangeradiusfilletJ – momentofinertiaW – crosssectionmodulusi – radiusofinertiaSx – halfcrosssectionstaticmoment

27

IPE shaped barsAccording to ČSN 42 5553:1985 (DIN 1025/5:1994)

MillDesignation

IPE


areaWeight

mmh

mmb

mmt1

mmt2

mmr

cm2A

kgQ

HeavySection

Mill

160 160 82 5.0 7.4 9.0 20.1 15.8

180 180 91 5.3 8.0 9.0 23.9 18.8

200 200 100 5.6 8.5 12.0 28.5 22.4

220 220 110 5.9 9.2 12.0 33.4 26.2

MillDesignation

IPE

Staticvaluesforbendingaxes

Syy–y z–z

Jy Wy iy Jz Wz iz

cm4 cm3 cm cm4 cm3 cm cm3

HeavySection

Mill

160 869 109 6.58 68.3 16.7 1.84 61.9

180 1320 146 7.42 101 22.2 2.05 83.2

200 1940 194 8.26 142 28.5 2.24 110

220 2770 252 9.11 205 37.2 2.48 143

Supplied steel grades (I and IPE shaped bars)Qualitystandards/numericalcode


HeavySection

Mill

S235JR S235JR 11375 St37-2

S235JR S235JRG2 11375 Rst37-2

S235J0 S235J0

S275JR S275JR 11443 St44-2

S275J0 S275J0 11443 St44-2

S355JR S355JR 11523 St52-3

S355J0 S355J0 11523 St52-3

S355J2 S355J2G3 11523 St52-3

Itispossibletodeliveralsoothersteelgradesaccordingtoalternativestandards.SteelgradesaccordingtoEN10025-2:2004aredeliveredintreatmentconditions+M.

h – crosssectionheightb – crosssectionwidths – webthicknesst – flangethicknessr1 – innerradiusfilletr2 – flangeradiusfilletJ – momentofinertiaW – crosssectionmodulusi – radiusofinertiaSx – halfcrosssectionstaticmoment

HEA and HEB shapes bars HEA podle DIN 1025/3:1994 (IPBl)HEB podle DIN 1025/2:1995 (IPB)

Mill Designation

Nominaldimensions Crosssectionarea

MassGh b s t R1

mm mm mm mm mm cm2 kg/m

HeavySection

Mill

HEA100 96 100 5 8 12 21.2 16.7

HEB100 100 100 6 10 12 26 20.4

HEA120 114 120 5 8 12 25.3 19.9

HEB120 120 120 6.5 11 12 34 26.7

HEA140 133 140 5.5 8.5 12 31.4 24.7

HEB140 140 140 7 12 12 43 33.7

Mill Designation


Sxx-x y-y

Jx Wx ix Jy Wy iycm4 cm3 cm cm4 cm3 cm cm3

HeavySection

Mill

HEA100 349 72.8 4.06 134 26.8 2.51 41.5

HEB100 450 89.9 4.16 167 33.5 2.53 52.1

HEA120 606 106 4.89 231 38.5 3.02 59.7

HEB120 864 144 5.04 318 52.9 3.06 82.6

HEA140 1030 155 5.76 389 55.6 3.52 86.7

HEB140 1510 216 5.93 550 78.5 3.58 123

Supplied steel grades (HEA and HEB shaped bars)Qualitystandards/numericalcode


HeavySection

Mill

S235JR S235JR 11375 St37-2

S235JR S235JRG2 11375 Rst37-2

S235JO S235JO

S275JR S275JR 11443 St44-2

S275J0 S275J0 11443 St44-2

S355JR S355JR 11523 St52-3

S355J0 S355J0 11523 St52-3

S355J2 S355J2G3 11523 St52-3

SteelgradesaccordingtoEN10025-2:2004aredeliveredintreatmentconditions+MItispossibletodeliveralsoothergradesaccordingtoalternativestandards.

h – crosssectionheightb – crosssectionwidth s – webthicknesst – flangethicknessR1 – innerradiusfilletJ – momentofinertiaW – crosssectionmodulei – radiusofinertiaSx – halfcrosssectionstaticmoment

29

IPN, IPE, HE

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

ChanelsAccording to ČSN 42 5570:1969 (DIN 1026-1:2000)

According to ČSN 42 5570:1969 (DIN 1026-1:2000)

MillDesignation

U


areaWeight

hmm

bmm

smm

tmm

r1

mmr2

mmA

cm2

Gkg/m

MediumSection

Mill

50 50 38 5.0 7.0 7.0 3.5 7.12 5.59

65 65 42 5.5 7.5 7.5 4.0 9.03 7.09

80 80 45 6.0 8.0 8.0 4.0 11.0 8.64

100 100 50 6.0 8.5 8.5 4.5 13.5 10.6

120 120 55 7.0 9.0 9.0 4.5 17.0 13.4

HeavySection

Mill

140 140 60 7.0 10.0 10.0 5.0 20.4 16.0

160 160 65 7.5 10.5 10.5 5.5 24.0 18.9

180 180 70 8.0 11.0 11.0 5.5 28.0 22.0

200 200 75 8.5 11.5 11.5 6.0 32.2 25.3

220 220 80 9.0 12.0 12.0 6.5 37.4 29.4

MillDesignation

U


ey Sxx–x y–y

Jx Wx ix Jy Wy iycm4 cm3 cm cm4 cm3 cm cm cm3

MediumSection

Mill

50 26.4 10.6 1.93 9.12 3.74 1.13 1.37 6.49

65 57.5 17.7 2.52 14.1 5.03 1.25 1.42 10.7

80 106 26.5 3.10 19.4 6.35 1.33 1.45 15.9

100 206 41.2 3.91 29.3 8.45 1.47 1.55 24.5

120 364 60.7 4.63 43.2 11.1 1.59 1.60 36.3

HeavySection

Mill

140 605 86.4 5.45 62.7 14.7 1.75 1.75 51.4

160 925 116 6.21 85.3 18.2 1.89 1.84 68.6

180 1350 150 6.96 114.4 22.4 2.02 1.92 89.6

200 1910 191 7.71 148.9 26.9 2.14 2.01 114.0

220 2690 245 8.48 197.5 33.5 2.30 2.14 146.0

h – crosssectionheightb – crosssectionwidths – webthicknesst – flangethicknessr1 – innerradiusfilletr2 – flangeradiusfilletJ – momentofinertiaW – crosssectionmodulei – radiusofinertiasx – armofinternialforcesSx – halfcrosssectionstaticmomentey – y–yaxisdistancefromouterwebedge

c=b/2

31

UEshapedbarsAccording to ČSN 42 5571:1961, GOST 8240-891

MillDesignation

UE


areaWeight

hmm

bmm

smm

tmm

r1

mmr2

mmA

cm2

Gkg/m

MediumSection

Mill

80 80 40 4.5 7.4 6.5 2.1 8.98 7.05

100 100 46 4.5 7.6 7.0 3.0 10.9 8.59

120 120 52 4.8 7.8 7.5 3.0 13.3 10.4

1ThesizesaccordingGOSTstandardaredelivereduponagreementwithproductionplantonly.

MillDesignation

UE


e

x–x Sx

sx

y–y

Jx Wx ix Jy Wy iycm4 cm3 cm cm3 cm cm4 cm3 cm cm

MediumSection

Mill

80 89.4 22.4 3.16 13.3 6.70 12.8 4.75 1.19 1.31

100 174 34.8 3.99 20.4 8.55 20.4 6.46 1.37 1.44

120 304 50.6 4.78 29.6 10.25 31.2 8.52 1.53 1.54

Supplied steel grades (Channels and UE shaped bars) Quality standards/numerical code


MediumSection

Mill

S235JR S235JR 11375 St37-2

S235JR S235JRG2 11375 Rst37-2

S235JO S235JO

S275JR S275JR 11443 St44-2

S275J0 S275J0 11443 St44-2

S275J2 S275J2G4 11448 St44-3

S355JR S355JR 11523 St52-3

S355J0 S355J0 11523 St52-3

S355J2 S355J2G3 11523 St52-3

HeavySection

Mill

S235JR S235JR 11375 St37-2

S235JR S235JRG2 11375 Rst37-2

S235JO S235JO

S275JR S275JR 11443 St44-2

S275J0 S275J0 11443 St44-2

S355JR S355JR 11523 St52-3

S355J0 S355J0 11523 St52-3

S355J2 S355J2G3 11523 St52-3

SteelgradesaccordingtoEN10025-2:2004aredeliveredintreatmentconditions+MItispossibletodeliveralsoothergradesaccordingtoalternativestandards.

UPN a UE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

Technical delivery possibilities

Sections and reinforcing steel bars

Straighteningofprofiles –isperformedbynine-rollstraightenerS.I.M.A.C.onHeavySectionMill –isperformedbynine-rollstraightenerM&NonMediumSectionMill

Dividingofprofiles – isperformedonHeavySectionMillbycuttingeitherinhotorcoldconditionstofollowinglengths: roundbars – production – 3÷8m under3m – exact – 5, 6, 7, 8 m ±100 mm (+100; -0)

shapedbars – production – 8÷12m 5÷8m under5m – exact – 6, 12, 14 and 15 m ±100 mm (+100; -0)

–isperformedonMediumSectionMillbycuttingoncold,shapebarsarecuttingbyprofileshearsinlengths: roundandflatbars – production – 6÷12m 3÷6m under3m – exact – 6÷15m+100,-0mm1

reinforcingbars – production – 8÷14m 6÷8m under6m – exact – 6÷16,1m+100,-0mm1

shapedbars – production – 8÷12m 5÷8m under5m – exact – 6÷15m+100,-0mm1

Notice:ProfilesIPEAandIPEAAaredeliveredinproductionlengthsonly.

–ItispossibletosupplytheribbedreinforcingbarsfromtheContinuousWire-RodMill uponagreementwiththefollowinglengths: – 6to10m(gradedinlengthof1mwithlengthtolerances±100mm, or also 12 m as the case may be)

Weightandweightdeviations–accordingtothecorrespondingstandards

Bundlingandmarkingofbundles–ingeneral:Rolledmaterialisputinbundlesofweightupto5t,whicharetiedwithwire.IncaseofsectionbarsdeliveriesfromtheHeavySectionRollingMillatthreepointsatminimum.Largernumberoftiesispossiblebyagreementwiththeoperatingdivision.DeliveriesfromtheMediumSectionMillaretiedat3points.LargernumberoftiesfromtheMediumSectionMillispossibleuponagreement.Bundlesaremarkedwithdescriptionsdirectlyonrods,oraremarkedwithlabelswiththerequiredsign.WeightofbundlesofreinforcingbarsfromtheContinuousWire-RodMillis3,5tatmaximum.Theyaretiedat4pointswiththebindingwirebydoubletie.WayofbundlingandmarkingofbundlesuponagreementwithExportDepartment.

Wayofplacinganorders–accordingtothecorrespondingstandards,oruponagreement,asthecasemaybe

Wayofdeliveries–accordingtothecorrespondingstandards,oruponagreement

Wire rod and ribbed reinforcing steel barsWirerodandribbedreinforcingbarsfromtheContinuousWireRodMillaredeliveredincoils.Weightofcoilisabout1200kgCoildimensionsare: –outsidediameterapproximately1200mm –insidediameterapproximately850mmSinglecoilsaretiedat2pointswiththebindingwire.For export, the coils are tied by two (or 3) pieces in bundles with the binding wire at 4 points.

--------------------------------------------------------------------------------------------------------------------------

1Exactlengths4maredelivereduponagreementwiththeproducer.

ArcelorMittalOstravaa.s.Vratimovská689707 02 Ostrava-KunčiceCzechRepublic

T595686040,595686945,595685948,595684462,595684963F595682815

www.arcelormittal.com/ostrava

Documents

AM Katalog Dlouhe En