Steel beam and channel sizes and weights: HEA, HEB, IPE, IPN, UPN and UPE tables (EN 10365)
Size and weight tables for hot-rolled HEA, HEB, IPE and IPN beams and UPN and UPE channels to EN 10365: depth, flange width, web and flange thickness, kg/m, area, Iy and Wel,y.
Updated October 16, 2026
These tables list the hot-rolled I, H and U sections in our range with their nominal dimensions, weight per metre and major-axis properties. Each designation links to its own page with the full set of properties, including the minor axis, plastic modulus and radius of gyration.
Which standards apply
- EN 10365 gives the dimensions, masses and section properties of hot-rolled I, H and U sections. It replaced the DIN dimension standards: DIN 1025-1 (IPN), DIN 1025-2 (HEB), DIN 1025-3 (HEA), DIN 1025-5 (IPE), DIN 1026-1 (UPN) and DIN 1026-2 (UPE).
- EN 10025-2 covers the steel grade. Our beams and channels are listed in S235JR.
- EN 10034 sets the shape and dimension tolerances of I and H sections; EN 10279 does the same for channels.
HEA, HEB, IPE or IPN, UPN or UPE?
- IPE — narrow parallel-flange I-beam, flange width about half the depth. The efficient choice for beams bent about the major axis: floor beams, purlins and secondary members.
- HEA and HEB — wide-flange H-sections. Up to size 300 the flange width equals the nominal size (HEB 200: b = 200 mm); from 320 upward it stays at 300 mm. HEA is the lighter series, HEB the heavier one with thicker web and flanges. Both are common for columns and heavily loaded beams.
- IPN — the older I-beam with tapered inner flange faces. Still specified where drawings call for it, for example on crane runways and in refurbishment.
- UPN — channel with tapered flanges. UPE — channel with parallel flanges, which makes bolted connections simpler because no tapered washers are needed.
How to read the tables
- h — depth; b — flange width; tw — web thickness; tf — flange thickness. All in mm.
- kg/m — nominal mass per metre.
- A — cross-section area; Iy — second moment of area about the major axis; Wel,y — elastic section modulus about the major axis.
To estimate tonnage: kg/m × length (m) × number of pieces ÷ 1000 = tonnes. Example: 10 lengths of HEB 200 (61.3 kg/m) at 12 m weigh 61.3 × 12 × 10 ÷ 1000 ≈ 7.4 t.
HEA beams
| Section | h (mm) | b (mm) | tw (mm) | tf (mm) | kg/m | A (cm²) | Iy (cm⁴) | Wel,y (cm³) |
|---|---|---|---|---|---|---|---|---|
| HEA 100 | 96 | 100 | 5 | 8 | 16.7 | 21.2 | 349.2 | 72.76 |
| HEA 120 | 114 | 120 | 5 | 8 | 19.9 | 25.3 | 606.2 | 106.3 |
| HEA 140 | 133 | 140 | 5.5 | 8.5 | 24.7 | 31.4 | 1033 | 155.4 |
| HEA 160 | 152 | 160 | 6 | 9 | 30.4 | 38.8 | 1673 | 220.1 |
| HEA 180 | 171 | 180 | 6 | 9.5 | 35.5 | 45.3 | 2510 | 293.6 |
| HEA 200 | 190 | 200 | 6.5 | 10 | 42.3 | 53.8 | 3692 | 388.6 |
| HEA 220 | 210 | 220 | 7 | 11 | 50.5 | 64.3 | 5410 | 515.2 |
| HEA 240 | 230 | 240 | 7.5 | 12 | 60.3 | 76.8 | 7763 | 675.1 |
| HEA 260 | 250 | 260 | 7.5 | 12.5 | 68.2 | 86.8 | 10450 | 836.4 |
| HEA 280 | 270 | 280 | 8 | 13 | 76.4 | 97.3 | 13670 | 1013 |
| HEA 300 | 290 | 300 | 8.5 | 14 | 88.3 | 112.5 | 18260 | 1260 |
| HEA 320 | 310 | 300 | 9 | 15.5 | 97.6 | 124.4 | 22930 | 1479 |
| HEA 340 | 330 | 300 | 9.5 | 16.5 | 105 | 133.5 | 27690 | 1678 |
| HEA 360 | 350 | 300 | 10 | 17.5 | 112 | 142.8 | 33090 | 1891 |
| HEA 400 | 390 | 300 | 11 | 19 | 125 | 159 | 45070 | 2311 |
| HEA 450 | 440 | 300 | 11.5 | 21 | 140 | 178 | 63720 | 2896 |
| HEA 500 | 490 | 300 | 12 | 23 | 155 | 197.5 | 86970 | 3550 |
| HEA 550 | 540 | 300 | 12.5 | 24 | 166 | 211.8 | 111900 | 4146 |
| HEA 600 | 590 | 300 | 13 | 25 | 178 | 226.5 | 141200 | 4787 |
| HEA 650 | 640 | 300 | 13.5 | 26 | 190 | 241.6 | 175200 | 5474 |
| HEA 700 | 690 | 300 | 14.5 | 27 | 204 | 260.5 | 215300 | 6241 |
| HEA 800 | 790 | 300 | 15 | 28 | 224 | 285.8 | 303400 | 7682 |
| HEA 900 | 890 | 300 | 16 | 30 | 252 | 320.5 | 422100 | 9485 |
| HEA 1000 | 990 | 300 | 16.5 | 31 | 272 | 346.8 | 553800 | 11190 |
HEB beams
| Section | h (mm) | b (mm) | tw (mm) | tf (mm) | kg/m | A (cm²) | Iy (cm⁴) | Wel,y (cm³) |
|---|---|---|---|---|---|---|---|---|
| HEB 100 | 100 | 100 | 6 | 10 | 20.4 | 26 | 449.5 | 89.91 |
| HEB 120 | 120 | 120 | 6.5 | 11 | 26.7 | 34 | 864.4 | 144.1 |
| HEB 140 | 140 | 140 | 7 | 12 | 33.7 | 43 | 1509 | 215.6 |
| HEB 160 | 160 | 160 | 8 | 13 | 42.6 | 54.3 | 2492 | 311.5 |
| HEB 180 | 180 | 180 | 8.5 | 14 | 51.2 | 65.3 | 3831 | 425.7 |
| HEB 200 | 200 | 200 | 9 | 15 | 61.3 | 78.1 | 5696 | 569.6 |
| HEB 220 | 220 | 220 | 9.5 | 16 | 71.5 | 91 | 8091 | 735.5 |
| HEB 240 | 240 | 240 | 10 | 17 | 83.2 | 106 | 11260 | 938.3 |
| HEB 260 | 260 | 260 | 10 | 17.5 | 93 | 118.4 | 14920 | 1148 |
| HEB 280 | 280 | 280 | 10.5 | 18 | 103 | 131.4 | 19270 | 1376 |
| HEB 300 | 300 | 300 | 11 | 19 | 117 | 149.1 | 25170 | 1678 |
| HEB 320 | 320 | 300 | 11.5 | 20.5 | 127 | 161.3 | 30820 | 1926 |
| HEB 340 | 340 | 300 | 12 | 21.5 | 134 | 170.9 | 36660 | 2156 |
| HEB 360 | 360 | 300 | 12.5 | 22.5 | 142 | 180.6 | 43190 | 2400 |
| HEB 400 | 400 | 300 | 13.5 | 24 | 155 | 197.8 | 57680 | 2884 |
| HEB 450 | 450 | 300 | 14 | 26 | 171 | 218 | 79890 | 3551 |
| HEB 500 | 500 | 300 | 14.5 | 28 | 187 | 238.6 | 107200 | 4287 |
| HEB 550 | 550 | 300 | 15 | 29 | 199 | 254.1 | 136700 | 4971 |
| HEB 600 | 600 | 300 | 15.5 | 30 | 212 | 270 | 171000 | 5701 |
| HEB 650 | 650 | 300 | 16 | 31 | 225 | 286.3 | 210600 | 6480 |
| HEB 700 | 700 | 300 | 17 | 32 | 241 | 306.4 | 256900 | 7340 |
| HEB 800 | 800 | 300 | 17.5 | 33 | 262 | 334.2 | 359100 | 8977 |
| HEB 900 | 900 | 300 | 18.5 | 35 | 291 | 371.3 | 494100 | 10980 |
| HEB 1000 | 1000 | 300 | 19 | 36 | 314 | 400 | 644700 | 12890 |
IPE beams
| Section | h (mm) | b (mm) | tw (mm) | tf (mm) | kg/m | A (cm²) | Iy (cm⁴) | Wel,y (cm³) |
|---|---|---|---|---|---|---|---|---|
| IPE 80 | 80 | 46 | 3.8 | 5.2 | 6 | 7.64 | 80.14 | 20.03 |
| IPE 100 | 100 | 55 | 4.1 | 5.7 | 8.1 | 10.3 | 171 | 34.2 |
| IPE 120 | 120 | 64 | 4.4 | 6.3 | 10.4 | 13.2 | 317.8 | 52.96 |
| IPE 140 | 140 | 73 | 4.7 | 6.9 | 12.9 | 16.4 | 541.2 | 77.32 |
| IPE 160 | 160 | 82 | 5 | 7.4 | 15.8 | 20.1 | 869.3 | 108.7 |
| IPE 180 | 180 | 91 | 5.3 | 8 | 18.8 | 23.9 | 1317 | 146.3 |
| IPE 200 | 200 | 100 | 5.6 | 8.5 | 22.4 | 28.5 | 1943 | 194.3 |
| IPE 220 | 220 | 110 | 5.9 | 9.2 | 26.2 | 33.4 | 2772 | 252 |
| IPE 240 | 240 | 120 | 6.2 | 9.8 | 30.7 | 39.1 | 3892 | 324.3 |
| IPE 270 | 270 | 135 | 6.6 | 10.2 | 36.1 | 45.9 | 5790 | 428.9 |
| IPE 300 | 300 | 150 | 7.1 | 10.7 | 42.2 | 53.8 | 8356 | 557.1 |
| IPE 330 | 330 | 160 | 7.5 | 11.5 | 49.1 | 62.6 | 11770 | 713.1 |
| IPE 360 | 360 | 170 | 8 | 12.7 | 57.1 | 72.7 | 16270 | 903.6 |
| IPE 400 | 400 | 180 | 8.6 | 13.5 | 66.3 | 84.5 | 23130 | 1156 |
| IPE 450 | 450 | 190 | 9.4 | 14.6 | 77.6 | 98.8 | 33740 | 1500 |
| IPE 500 | 500 | 200 | 10.2 | 16 | 90.7 | 116 | 48200 | 1928 |
| IPE 550 | 550 | 210 | 11.1 | 17.2 | 106 | 134 | 67120 | 2441 |
| IPE 600 | 600 | 220 | 12 | 19 | 122 | 156 | 92080 | 3069 |
IPN beams
| Section | h (mm) | b (mm) | tw (mm) | tf (mm) | kg/m | A (cm²) | Iy (cm⁴) | Wel,y (cm³) |
|---|---|---|---|---|---|---|---|---|
| IPN 80 | 80 | 42 | 3.9 | 5.9 | 5.9 | 7.58 | 77.8 | 19.5 |
| IPN 100 | 100 | 50 | 4.5 | 6.8 | 8.3 | 10.6 | 171 | 34.2 |
| IPN 120 | 120 | 58 | 5.1 | 7.7 | 11.1 | 14.2 | 328 | 54.7 |
| IPN 140 | 140 | 66 | 5.7 | 8.6 | 14.3 | 18.3 | 573 | 81.9 |
| IPN 160 | 160 | 74 | 6.3 | 9.5 | 17.9 | 22.8 | 935 | 117 |
| IPN 180 | 180 | 82 | 6.9 | 10.4 | 21.9 | 27.9 | 1450 | 161 |
| IPN 200 | 200 | 90 | 7.5 | 11.3 | 26.2 | 33.4 | 2140 | 214 |
| IPN 220 | 220 | 98 | 8.1 | 12.2 | 31.1 | 39.5 | 3060 | 278 |
| IPN 240 | 240 | 106 | 8.7 | 13.1 | 36.2 | 46.1 | 4250 | 354 |
| IPN 260 | 260 | 113 | 9.4 | 14.1 | 41.9 | 53.3 | 5740 | 442 |
| IPN 280 | 280 | 119 | 10.1 | 15.2 | 47.9 | 61 | 7590 | 542 |
| IPN 300 | 300 | 125 | 10.8 | 16.2 | 54.2 | 69 | 9800 | 653 |
| IPN 320 | 320 | 131 | 11.5 | 17.3 | 61 | 77.7 | 12510 | 782 |
| IPN 340 | 340 | 137 | 12.2 | 18.3 | 68 | 86.7 | 15700 | 923 |
| IPN 360 | 360 | 143 | 13 | 19.5 | 76.1 | 97 | 19610 | 1090 |
| IPN 380 | 380 | 149 | 13.7 | 20.5 | 84 | 107 | 24010 | 1260 |
| IPN 400 | 400 | 155 | 14.4 | 21.6 | 92.4 | 118 | 29210 | 1460 |
| IPN 450 | 450 | 170 | 16.2 | 24.3 | 115 | 147 | 45850 | 2040 |
| IPN 500 | 500 | 185 | 18 | 27 | 141 | 179 | 68740 | 2750 |
| IPN 550 | 550 | 200 | 19 | 30 | 166 | 212 | 99180 | 3610 |
| IPN 600 | 600 | 215 | 21.6 | 32.4 | 199 | 254 | 138800 | 4627 |
UPN channels
| Section | h (mm) | b (mm) | tw (mm) | tf (mm) | kg/m | A (cm²) | Iy (cm⁴) | Wel,y (cm³) |
|---|---|---|---|---|---|---|---|---|
| UPN 40x20 | 40 | 20 | 5 | 5.5 | 2.87 | 3.66 | 7.58 | 3.79 |
| UPN 50 | 50 | 38 | 5 | 7 | 5.59 | 7.12 | 26.4 | 10.6 |
| UPN 50x25 | 50 | 25 | 5 | 6 | 3.86 | 4.92 | 16.8 | 6.73 |
| UPN 60 | 60 | 30 | 6 | 6 | 5.07 | 6.46 | 31.6 | 10.5 |
| UPN 65 | 65 | 42 | 5.5 | 7.5 | 7.09 | 9.03 | 57.5 | 17.7 |
| UPN 80 | 80 | 45 | 6 | 8 | 8.65 | 11.02 | 106 | 26.6 |
| UPN 100 | 100 | 50 | 6 | 8.5 | 10.6 | 13.5 | 206 | 41.2 |
| UPN 120 | 120 | 55 | 7 | 9 | 13.4 | 17 | 364 | 60.7 |
| UPN 140 | 140 | 60 | 7 | 10 | 16 | 20.4 | 605 | 86.4 |
| UPN 160 | 160 | 65 | 7.5 | 10.5 | 18.8 | 24 | 925 | 116 |
| UPN 180 | 180 | 70 | 8 | 11 | 22 | 28 | 1350 | 150 |
| UPN 200 | 200 | 75 | 8.5 | 11.5 | 25.3 | 32.2 | 1910 | 191 |
| UPN 220 | 220 | 80 | 9 | 12.5 | 29.4 | 37.4 | 2690 | 245 |
| UPN 240 | 240 | 85 | 9.5 | 13 | 33.2 | 42.3 | 3600 | 300 |
| UPN 260 | 260 | 90 | 10 | 14 | 37.9 | 48.3 | 4820 | 371 |
| UPN 280 | 280 | 95 | 10 | 15 | 41.8 | 53.3 | 6280 | 448 |
| UPN 300 | 300 | 100 | 10 | 16 | 46.2 | 58.8 | 8030 | 535 |
| UPN 320 | 320 | 100 | 14 | 17.5 | 59.5 | 75.8 | 10870 | 679 |
| UPN 350 | 350 | 100 | 14 | 16 | 60.6 | 77.3 | 12840 | 734 |
| UPN 380 | 380 | 102 | 13.5 | 16 | 63.1 | 80.4 | 15760 | 829 |
| UPN 400 | 400 | 110 | 14 | 18 | 71.8 | 91.5 | 20350 | 1020 |
UPE channels
| Section | h (mm) | b (mm) | tw (mm) | tf (mm) | kg/m | A (cm²) | Iy (cm⁴) | Wel,y (cm³) |
|---|---|---|---|---|---|---|---|---|
| UPE 80 | 80 | 50 | 4 | 7 | 7.9 | 10.1 | 107.2 | 26.8 |
| UPE 100 | 100 | 55 | 4.5 | 7.5 | 9.82 | 12.5 | 206.9 | 41.37 |
| UPE 120 | 120 | 60 | 5 | 8 | 12.1 | 15.4 | 363.5 | 60.58 |
| UPE 140 | 140 | 65 | 5 | 9 | 14.5 | 18.4 | 599.5 | 85.64 |
| UPE 160 | 160 | 70 | 5.5 | 9.5 | 17 | 21.7 | 911.1 | 113.9 |
| UPE 180 | 180 | 75 | 5.5 | 10.5 | 19.7 | 25.1 | 1353 | 150.4 |
| UPE 200 | 200 | 80 | 6 | 11 | 22.8 | 29 | 1909 | 190.9 |
| UPE 220 | 220 | 85 | 6.5 | 12 | 26.6 | 33.9 | 2682 | 243.9 |
| UPE 240 | 240 | 90 | 7 | 12.5 | 30.2 | 38.5 | 3599 | 299.9 |
| UPE 270 | 270 | 95 | 7.5 | 13.5 | 35.2 | 44.8 | 5255 | 389.2 |
| UPE 300 | 300 | 100 | 9.5 | 15 | 44.4 | 56.6 | 7823 | 521.5 |
| UPE 330 | 330 | 105 | 11 | 16 | 53.2 | 67.8 | 11010 | 667.1 |
| UPE 360 | 360 | 110 | 12 | 17 | 61.2 | 77.9 | 14830 | 823.6 |
| UPE 400 | 400 | 115 | 13.5 | 18 | 72.2 | 91.9 | 20980 | 1049 |
Frequently asked questions
What is the difference between HEA and HEB?
Both are wide-flange H-sections of the same nominal size. HEB has a thicker web and flanges, so it is heavier and stiffer: HEB 200 weighs 61.3 kg/m against 42.3 kg/m for HEA 200, which is also 10 mm shallower.
How much does an IPE 200 weigh?
IPE 200 weighs 22.4 kg/m. It is 200 mm deep and 100 mm wide, with a 5.6 mm web and 8.5 mm flanges. A 12 m length weighs about 269 kg.
Should I use UPN or UPE channels?
UPE has parallel flanges, so bolts seat without tapered washers and connections are simpler. UPN has tapered flanges and remains common where drawings specify it. Compare the two on depth, weight and section modulus in the tables above.
Which standard replaced DIN 1025 and DIN 1026?
EN 10365 now gives the dimensions and section properties of I, H and U sections. The designations stayed the same, so an HEB 200 to DIN 1025-2 is an HEB 200 to EN 10365.
For hollow sections see our hollow section size tables; for cold-formed purlins see C, Z and Sigma purlin sizes. To price a list of sections, send it with your quote request.
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