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© 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
Ribwidth RibpitchNominalcrosssectionarea
Weightof1m
Minimum Nominal Maximum
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
Nominalcrosssectionalarea
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
Diameterofoutercover
area
Crossribheight
Ribwidth RibpitchNominalcrosssectionarea
Weightof1m
Minimum Nominal Maximum
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
Diameterofoutercover
area
Crossribheight
Ribwidth RibpitchNominal
crosssectionarea
Weightof1m
Minimum Nominal Maximum
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
Nominalcrosssectionalarea
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
Thicknesstelerancemm
± 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
Thicknesstelerancemm
± 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
Thicknesstelerancemm
± 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
SuppliedsteelgradesQualitystandards/numericalcode
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
SuppliedsteelgradesQualitystandards/numericalcode
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
SuppliedsteelgradesQualitystandards/numericalcode
Mill EN10025-2:2004 EN10025:1990+A1:1993 ČSN DIN17100:1980
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
NominaldimensionsCrosssection
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
Mill EN10025-2:2004 EN10025:1990+A1:1993 ČSN DIN17100:1980
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
Staticvaluesforbendingaxes
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
Mill EN10025-2:2004 EN10025:1990+A1:1993 ČSN DIN17100:1980
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
NominaldimensionsCrosssection
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
Staticvaluesforbendingaxes
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
NominaldimensionsCrosssection
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
Staticvaluesforbendingaxes
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
Mill EN10025-2:2004 EN10025:1990+A1:1993 ČSN DIN17100:1980
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.
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1Exactlengths4maredelivereduponagreementwiththeproducer.
ArcelorMittalOstravaa.s.Vratimovská689707 02 Ostrava-KunčiceCzechRepublic
T595686040,595686945,595685948,595684462,595684963F595682815
www.arcelormittal.com/ostrava