September 2009
D
DIN 1026-1 ICS 77.140.70
Supersedes DIN 1026-1:2009-04, DIN 1026-1:2000-03, DIN 1026-1 Corrigendum 1:2002-11, withdrawn 2009-04
Hot rolled steel channels – Part 1: Taper flange steel channels – Dimensions, masses and sectional properties English translation of DIN 1026-1:2009-09 Warmgewalzter U-Profilstahl – Teil 1: U-Profilstahl mit geneigten Flanschflächen – Maße, Masse und statische Werte Englische Übersetzung von DIN 1026-1:2009-09
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Profilés en U en acier laminés à chaud – Partie 1: Profilés en U d’ailes inclinées en acier – Dimensions, masse et charactéristiques de profil Traduction anglaise de DIN 1026-1:2009-09
Document comprises 5 pages
Translation by DIN-Sprachendienst. In case of doubt, the German-language original shall be considered authoritative.
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1632609
DIN 1026-1:2009-09
Foreword This standard has been prepared by Subcommittee 21/6 Warmgewalzte Profilerzeugnisse of the Normenausschusses Eisen und Stahl (FES) (Iron and Steel Standards Committee). DIN 1026 consists of the following parts under the general title Hot-rolled steel channels: ⎯
Part 1: Taper flange steel channels — Dimensions, masses and sectional properties
⎯
Part 2: Parallel flange steel channels — Dimensions, masses and sectional properties
Amendments This standard differs from DIN 1026-1:2000-03 and DIN 1026-1 Corrigendum 1:2002:11 as follows: a)
The standard has been editorially revised and normative references updated.
The following corrections have been made to DIN 1026-1:2009-04: a)
Figure 1 has been corrected so that the dimension ey describes the distance of the outer edge of the channel from its y-y axis.
Previous editions
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DIN 1612: 1924-09, 1932-01, 1943x-03 DIN 1026-1: 1926-04, 1936-12, 1938-12, 1940x-07, 2000-03, 2009-04 DIN 1026-2: 1926-04, 1929-12, 1940x-07 DIN 1026-3: 1926-04, 1938-12, 1940-07 DIN 1026: 1959-07, 1963-10 DIN 1026-1 Corrigendum 1: 2002-11
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DIN 1026-1:2009-09
1
Scope
This standard applies to hot-rolled steel channels with taper flanges with a height between 30 mm and 400 mm, made from steel grades as specified in clause 6. The standard does not apply to steel channels with parallel flanges, which are covered by DIN 1026-2.
2
Normative references
The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. DIN EN 10025-2, Hot rolled products of structural steels — Part 2: Technical delivery conditions for non-alloy structural steels DIN EN 10025-3, Hot rolled products of structural steels — Part 3: Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels DIN EN 10025-4, Hot rolled products of structural steels — Part 4: Technical delivery conditions for thermomechanical rolled weldable fine grain structural steels DIN EN 10025-5, Hot rolled products of structural steels — Part 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistance DIN EN 10279, Hot rolled steel channels — Tolerances on shape, dimensions and mass
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Designation and order details
3.1
Designation
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Hot-rolled steel channels with taper flanges shall be manufactured with dimensions according to Figure 1 and Table 1.
Key a
Taper for
h ≤ 300 mm: 8 % h > 300 mm: 5 % Figure 1 — Hot rolled steel channel with taper flanges
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DIN 1026-1:2009-09
3.2
Order details
The following information shall be supplied by the purchaser at the time of enquiry and order: a)
the quantity to be delivered (mass, number of sections);
b)
the product form (channel);
c)
number of this standard (DIN 1026-1);
d)
section designation for the dimensions according to Table 1 (e.g. U 300) and the length in mm;
e)
reference to the relevant material standard (e.g. DIN EN 10025-2);
f)
steel name or steel number (see clause 6).
EXAMPLE 50 hot rolled steel channels (U) with taper flange, of height h = 300 mm and length 6 000 mm, made of a steel grade with the name S235JR and the number 1.0038 as specified in DIN EN 10025-2: 50 channels DIN 1026-1 – U 300 – 6 000 DIN EN 10025-2 – S235JR or 50 channels DIN 1026-1 – U 300 – 6 000 DIN EN 10025-2 – 1.0038
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Dimensions, masses and section properties
4.1 Hot-rolled taper flange (tapered) channels shall be delivered with the dimensions and section properties according to Table 1. 4.2
The desired nominal length shall be specified at the time of ordering.
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4.3 The masses per unit length specified in Table 1 were calculated on the basis of a density of 7,85 kg/dm3.
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Tolerances on dimensions, shape and mass
Tolerances on dimensions, shape and mass shall be as in DIN EN 10279.
6
Material
Channels covered by this standard shall preferably be made of one of the steel grades specified in DIN EN 10025-2 to DIN EN 10025-5. The desired steel grade shall be specified at the time of ordering.
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h mm 30 30 40 40 50 50 60 65 80 100 120 140 160 180 200 220 240 260 280 300 320 350 380 400
b mm 15 33 20 35 25 38 30 42 45 50 55 60 65 70 75 80 85 90 95 100 100 100 102 110
s mm 4 5 5 5 5 5 6 5,5 6 6 7 7 7,5 8 8,5 9 9,5 10 10 10 14 14 13,5 14
t mm 4,5 7 5,5 7 6 7 6 7,5 8 8,5 9 10 10,5 11 11,5 12,5 13 14 15 16 17,5 16 16 18
Dimensions for
r1 mm 4,5 7 5 7 6 7 6 7,5 8 8,5 9 10 10,5 11 11,5 12,5 13 14 15 16 17,5 16 16 18
r2 mm 2 3,5 2,5 3,5 3 3,5 3 4 4 4,5 4,5 5 5,5 5,5 6 6,5 6,5 7 7,5 8 8,75 8 8 9
Crosssectional area A cm² 2,21 5,44 3,66 6,21 4,92 7,12 6,46 9,03 11,0 13,5 17,0 20,4 24,0 28,0 32,2 37,4 42,3 48,3 53,3 58,8 75,8 77,3 80,4 91,5
Mass per unit length M kg/m 1,74 4,27 2,87 4,87 3,86 5,59 5,07 7,09 8,64 10,6 13,4 16,0 18,8 22,0 25,3 29,4 33,2 37,9 41,8 46,2 59,5 60,6 63,1 71,8 U m²/m 0,103 0,174 0,142 0,199 0,181 0,232 0,215 0,273 0,312 0,372 0,434 0,489 0,546 0,611 0,661 0,718 0,775 0,834 0,890 0,950 0,982 1,05 1,11 1,18
Surface area Ix cm4 2,53 6,39 7,58 14,1 16,8 26,4 31,6 57,5 106 206 364 605 925 1 350 1 910 2 690 3 600 4 820 6 280 8 030 10 870 12 840 15 760 20 350
Wx cm³ 1,69 4,26 3,79 7,05 6,73 10,6 10,5 17,7 26,5 41,2 60,7 86,4 116 150 191 245 300 371 448 535 679 734 829 1020
x-x ix cm 1,07 1,08 1,44 1,50 1,85 1,92 2,21 2,52 3,10 3,91 4,62 5,45 6,21 6,95 7,70 8,48 9,22 9,99 10,9 11,7 12,1 12,9 14,0 14,9
Iy cm4 0,38 5,33 1,14 6,68 2,49 9,12 4,51 14,1 19,4 29,3 43,2 62,7 85,3 114 148 197 248 317 399 495 597 570 615 846
Wy cm³ 0,39 2,68 0,86 3,08 1,48 3,75 2,16 5,07 6,36 8,49 11,1 14,8 18,3 22,4 27,0 33,6 39,6 47,7 57,2 67,8 80,6 75,0 78,7 102
y-y
Sectional properties for bending axisa iy cm 0,42 0,99 0,56 1,04 0,71 1,13 0,84 1,25 1,33 1,47 1,59 1,75 1,89 2,02 2,14 2,30 2,42 2,56 2,74 2,9 2,81 2,72 2,77 3,04
d
xM = distance of shear centre M from y-y axis.
sx = Ix:Sx = distance between compression and tension centres.
Sx = moment of first order of half cross section about the x axis.
b
c
I = moment of inertia, W = section modulus, i = radius of gyration, each in relation to the relevant bending axis
a
The values for cross-sectional areas, masses per unit length, surface areas and section properties have been calculated using the dimensions given in this table.
30 × 15 30 40 × 20 40 50 × 25 50 60 65 80 100 120 140 160 180 200 220 240 260 280 300 320 350 380 400
Section designation U
Table 1 — Dimensions, cross-sectional area, mass per unit length and sectional properties
Normen-Download-Beuth-Andritz AG-KdNr.144972-LfNr.5395592001-2011-07-11 11:28
– – – – – – – – 15,9 24,5 36,3 51,4 68,8 89,6 114 146 179 221 266 316 413 459 507 618
Sxb cm³ – – – – – – – – 6,65 8,42 10,0 11,8 13,3 15,1 16,8 18,5 20,1 21,8 23,6 25,4 26,3 28,6 31,1 32,9
sxc cm
0,52 1,31 0,67 1,33 0,81 1,37 0,91 1,42 1,45 1,55 1,60 1,75 1,84 1,92 2,01 2,14 2,23 2,36 2,53 2,70 2,60 2,40 2,38 2,65
Distance of axis y-y ey cm
0,74 2,22 1,01 2,32 1,34 2,47 1,50 2,60 2,67 2,93 3,03 3,37 3,56 3,75 3,94 4,20 4,39 4,66 5,02 5,41 4,82 4,45 4,58 5,11
xMd cm
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DIN 1026-1:2009-09