UPN - Standard Channel
Dimensions in accordance with DIN 1026-1
Tolerances in accordance with DIN EN-10279
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UPN - Standard Channel |
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| Shape | Depth of Section |
Width of Section |
Thickness of Web |
Thickness of Flange |
Radius | Radius | Surface area | Moment of Inertia | Elastic Section Modulus | |||
| H | B | Tw | Tf | R1 | R2 | m2 / m | m2 / tonne | Ix | Iy | Wx | Wy | |
| mm | mm4 x 104 | mm3 x 103 | ||||||||||
| Max. Bolt Dia. |
Bolt spacing (min.) |
Bolt spacing (max.) |
Straight portion of web |
Length of stiff bearing |
Position of Y-Axis | Area of Section | Weight | Plastic Section Modulus |
Radius of Gyration | |||
| ø | P min | P max | D | S | X | mm2 x 102 | kg / m | Zx | Zy | rx | ry | |
| mm | mm3 x 103 | mm | ||||||||||
UPN 50 | 50.0 | 38.0 | 5.0 | 7.0 | 7.0 | 3.5 | 0.23 | 41.51 | 26.4 | 9.1 | 10.6 | 3.8 |
| – | – | – | 21.0 | 16.7 | 13.7 | 7.1 | 5.6 | 13.1 | 6.8 | 19.2 | 11.3 | |
UPN 65 | 65.0 | 42.0 | 5.5 | 7.5 | 7.5 | 4.0 | 0.27 | 38.51 | 57.5 | 14.1 | 17.7 | 5.1 |
| – | – | – | 34.0 | 18.0 | 14.2 | 9.0 | 7.1 | 21.7 | 9.4 | 25.2 | 12.5 | |
UPN 80 | 80.0 | 45.0 | 6.0 | 8.0 | 8.0 | 4.0 | 0.31 | 36.13 | 106.0 | 19.4 | 26.5 | 6.4 |
| – | – | – | 47.0 | 19.4 | 14.5 | 11.0 | 8.6 | 32.3 | 11.9 | 31.0 | 13.3 | |
UPN 100 | 100.0 | 50.0 | 6.0 | 8.5 | 8.5 | 4.5 | 0.37 | 35.10 | 206.0 | 29.3 | 41.2 | 8.5 |
| – | – | – | 64.0 | 20.3 | 15.5 | 13.5 | 10.6 | 49.0 | 16.2 | 39.1 | 14.7 | |
UPN 120 | 120.0 | 55.0 | 7.0 | 9.0 | 9.0 | 4.5 | 0.43 | 32.52 | 364.0 | 43.2 | 60.7 | 11.1 |
| – | – | – | 82.0 | 22.2 | 16.0 | 17.0 | 13.3 | 72.6 | 21.2 | 46.2 | 15.9 | |
UPN 140 | 140.0 | 60.0 | 7.0 | 10.0 | 10.0 | 5.0 | 0.49 | 30.54 | 605.0 | 62.7 | 86.4 | 14.8 |
| M12 | 33.0 | 37.0 | 98.0 | 23.9 | 17.5 | 20.4 | 16.0 | 103.0 | 28.3 | 54.5 | 17.5 | |
UPN 160 | 160.0 | 65.0 | 7.5 | 10.5 | 10.5 | 5.5 | 0.55 | 28.98 | 925.0 | 85.3 | 116.0 | 18.3 |
| M12 | 34.0 | 42.0 | 115.0 | 25.3 | 18.4 | 24.0 | 18.8 | 138.0 | 35.2 | 62.1 | 18.9 | |
UPN 180 | 180.0 | 70.0 | 8.0 | 11.0 | 11.0 | 5.5 | 0.61 | 27.80 | 1350.0 | 114.0 | 150.0 | 22.4 |
| M16 | 38.0 | 41.0 | 133.0 | 26.7 | 19.2 | 28.0 | 22.0 | 179.0 | 42.9 | 69.5 | 20.2 | |
UPN 200 | 200.0 | 75.0 | 8.5 | 11.5 | 11.5 | 6.0 | 0.66 | 26.15 | 1910.0 | 148.0 | 191.0 | 27.0 |
| M16 | 39.0 | 46.0 | 151.0 | 28.1 | 20.1 | 32.2 | 25.3 | 228.0 | 51.8 | 77.0 | 21.4 | |
UPN 220 | 220.0 | 80.0 | 9.0 | 12.5 | 12.5 | 6.5 | 0.72 | 24.46 | 2690.0 | 197.0 | 245.0 | 33.6 |
| M16 | 40.0 | 51.0 | 167.0 | 30.3 | 21.4 | 37.4 | 29.4 | 292.0 | 64.1 | 84.8 | 23.0 | |
UPN 240 | 240.0 | 85.0 | 9.5 | 13.0 | 13.0 | 6.5 | 0.78 | 23.34 | 3600.0 | 248.0 | 300.0 | 39.6 |
| M20 | 46.0 | 50.0 | 184.0 | 31.7 | 22.3 | 42.3 | 33.2 | 358.0 | 75.7 | 92.2 | 24.2 | |
UPN 260 | 260.0 | 90.0 | 10.0 | 14.0 | 14.0 | 7.0 | 0.83 | 22.00 | 4820.0 | 317.0 | 371.0 | 47.7 |
| M22 | 50.0 | 52.0 | 200.0 | 33.9 | 23.6 | 48.3 | 37.9 | 442.0 | 91.6 | 99.9 | 25.6 | |
UPN 280 | 280.0 | 95.0 | 10.0 | 15.0 | 15.0 | 7.5 | 0.89 | 21.27 | 6280.0 | 399.0 | 448.0 | 57.2 |
| M22 | 52.0 | 57.0 | 216.0 | 35.6 | 25.3 | 53.3 | 41.8 | 532.0 | 109.0 | 109.0 | 27.4 | |
UPN 300 | 300.0 | 100.0 | 10.0 | 16.0 | 16.0 | 8.0 | 0.95 | 20.58 | 8030.0 | 495.0 | 535.0 | 67.8 |
| M24 | 55.0 | 59.0 | 232.0 | 37.3 | 27.0 | 58.8 | 46.2 | 632.0 | 130.0 | 117.0 | 29.0 | |
| Shape | Depth of Section |
Width of Section |
Thickness of Web |
Thickness of Flange |
Radius | Radius | Surface area | Moment of Inertia | Elastic Section Modulus | |||
| H | B | Tw | Tf | R1 | R2 | m2 / m | m2 / tonne | Ix | Iy | Wx | Wy | |
| mm | mm4 x 104 | mm3 x 103 | ||||||||||
| Max. Bolt Dia. |
Bolt spacing (min.) |
Bolt spacing (max.) |
Straight portion of web |
Length of stiff bearing |
Position of Y-Axis | Area of Section | Weight | Plastic Section Modulus |
Radius of Gyration | |||
| ø | P min | P max | D | S | X | mm2 x 102 | kg / m | Zx | Zy | rx | ry | |
| mm | mm3 x 103 | mm | ||||||||||
UPN 320 | 320.0 | 100.0 | 14.0 | 17.5 | 17.5 | 8.8 | 0.98 | 16.50 | 10870.0 | 597.0 | 679.0 | 80.6 |
| M22 | 58.0 | 62.0 | 246.0 | 43.0 | 26.0 | 75.8 | 59.5 | 826.0 | 152.0 | 121.0 | 28.1 | |
UPN 350 | 350.0 | 100.0 | 14.0 | 16.0 | 16.0 | 8.0 | 1.05 | 17.30 | 12840.0 | 570.0 | 734.0 | 75.0 |
| M22 | 56.0 | 62.0 | 282.0 | 40.7 | 24.0 | 77.3 | 60.7 | 918.0 | 143.0 | 129.0 | 27.2 | |
UPN 380 | 380.0 | 102.0 | 13.5 | 16.0 | 16.0 | 8.0 | 1.11 | 17.59 | 15760.0 | 615.0 | 829.0 | 78.7 |
| M24 | 59.0 | 60.0 | 313.0 | 10.3 | 23.8 | 80.4 | 63.1 | 1010.0 | 148.0 | 140.0 | 27.7 | |
UPN 400 | 400.0 | 110.0 | 14.0 | 18.0 | 18.0 | 9.0 | 1.18 | 16.43 | 20350.0 | 846.0 | 1020.0 | 102.0 |
| M27 | 61.0 | 62.0 | 324.0 | 44.0 | 26.5 | 91.5 | 71.8 | 1240.0 | 190.0 | 149.0 | 30.4 | |
| Notes: |
All dimensions are in millimeters Slope of flange H <= 300 8%; H > 300 5% Pmin, Pmax allowable edge distances for bolted connections, determined for an arrangement of the contact area outside the radius of the root fillet and to satisfy the requirements of EN 1993-1-8: 2005 for minimum and maximum edge distances. These conditions are also fulfilled for bolt diameters smaller than indicated. The values are calculated considering a nominal clearance in holes of 2mm for M10 to M24 bolts and of 3mm for M27 bolts. The Pmin and Pmax values are taken from "ArcelorMittal - Sections and Merchant Bars Product Catalogue" For more information from ArcelorMittal, click ArcelorMittal Unit mass is based on a density of 7850 kg/m3 |