Profile library · Comparison
IPE and IPN sections: comparison table
Compare parallel-flange IPE beams with tapered-flange IPN beams.
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The values below are recalculated from simplified nominal geometry. Open a designation to inspect its diagram, dimensions and all available properties.
IPEIPN
Comparison table
IPE and IPN
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| Designation | Main dimensions | A | Mass | Ix | Iy | Wx | Wy |
|---|---|---|---|---|---|---|---|
| IPE 80 | h=80 mm · b=46 mm · tw=3.8 mm · tf=5.2 mm · r=5 mm | 7.4288 cm² | 5.8316 kg/m | 77.701 cm⁴ | 8.4676 cm⁴ | 19.425 cm³ | 3.6816 cm³ |
| IPE 100 | h=100 mm · b=55 mm · tw=4.1 mm · tf=5.7 mm · r=7 mm | 9.9026 cm² | 7.7735 kg/m | 163.32 cm⁴ | 15.857 cm⁴ | 32.665 cm³ | 5.766 cm³ |
| IPE 120 | h=120 mm · b=64 mm · tw=4.4 mm · tf=6.3 mm · r=7 mm | 12.79 cm² | 10.04 kg/m | 306.31 cm⁴ | 27.601 cm⁴ | 51.052 cm³ | 8.6254 cm³ |
| IPE 140 | h=140 mm · b=73 mm · tw=4.7 mm · tf=6.9 mm · r=7 mm | 16.005 cm² | 12.564 kg/m | 525.29 cm⁴ | 44.846 cm⁴ | 75.041 cm³ | 12.287 cm³ |
| IPE 160 | h=160 mm · b=82 mm · tw=5 mm · tf=7.4 mm · r=9 mm | 19.396 cm² | 15.226 kg/m | 834.63 cm⁴ | 68.153 cm⁴ | 104.33 cm³ | 16.623 cm³ |
| IPE 180 | h=180 mm · b=91 mm · tw=5.3 mm · tf=8 mm · r=9 mm | 23.252 cm² | 18.253 kg/m | 1,272.5 cm⁴ | 100.68 cm⁴ | 141.38 cm³ | 22.127 cm³ |
| IPE 200 | h=200 mm · b=100 mm · tw=5.6 mm · tf=8.5 mm · r=12 mm | 27.248 cm² | 21.39 kg/m | 1,845.6 cm⁴ | 141.93 cm⁴ | 184.56 cm³ | 28.387 cm³ |
| IPE 220 | h=220 mm · b=110 mm · tw=5.9 mm · tf=9.2 mm · r=12 mm | 32.134 cm² | 25.226 kg/m | 2,652.8 cm⁴ | 204.43 cm⁴ | 241.16 cm³ | 37.169 cm³ |
| IPE 240 | h=240 mm · b=120 mm · tw=6.2 mm · tf=9.8 mm · r=15 mm | 37.185 cm² | 29.19 kg/m | 3,671 cm⁴ | 282.68 cm⁴ | 305.91 cm³ | 47.113 cm³ |
| IPE 270 | h=270 mm · b=135 mm · tw=6.6 mm · tf=10.2 mm · r=15 mm | 44.014 cm² | 34.551 kg/m | 5,504.7 cm⁴ | 418.86 cm⁴ | 407.76 cm³ | 62.054 cm³ |
| IPE 300 | h=300 mm · b=150 mm · tw=7.1 mm · tf=10.7 mm · r=15 mm | 51.881 cm² | 40.726 kg/m | 7,999 cm⁴ | 602.71 cm⁴ | 533.27 cm³ | 80.361 cm³ |
| IPN 80 | h=80 mm · b=42 mm · tw=3.9 mm · tf=5.9 mm · slope=0.14 mm | 8.6319 cm² | 6.7761 kg/m | 89.696 cm⁴ | 8.2239 cm⁴ | 22.424 cm³ | 3.9161 cm³ |
| IPN 100 | h=100 mm · b=50 mm · tw=4.5 mm · tf=6.8 mm · slope=0.14 mm | 12.137 cm² | 9.5277 kg/m | 197.85 cm⁴ | 16.05 cm⁴ | 39.571 cm³ | 6.4201 cm³ |
| IPN 120 | h=120 mm · b=58 mm · tw=5.1 mm · tf=7.7 mm · slope=0.14 mm | 16.225 cm² | 12.737 kg/m | 381.79 cm⁴ | 28.447 cm⁴ | 63.631 cm³ | 9.8094 cm³ |
| IPN 140 | h=140 mm · b=66 mm · tw=5.7 mm · tf=8.6 mm · slope=0.14 mm | 20.897 cm² | 16.404 kg/m | 670.3 cm⁴ | 46.918 cm⁴ | 95.757 cm³ | 14.218 cm³ |
| IPN 160 | h=160 mm · b=74 mm · tw=6.3 mm · tf=9.5 mm · slope=0.14 mm | 26.151 cm² | 20.529 kg/m | 1,096.8 cm⁴ | 73.18 cm⁴ | 137.1 cm³ | 19.778 cm³ |
| IPN 180 | h=180 mm · b=82 mm · tw=6.9 mm · tf=10.4 mm · slope=0.14 mm | 31.989 cm² | 25.111 kg/m | 1,699.4 cm⁴ | 109.16 cm⁴ | 188.82 cm³ | 26.625 cm³ |
| IPN 200 | h=200 mm · b=90 mm · tw=7.5 mm · tf=11.3 mm · slope=0.14 mm | 38.409 cm² | 30.151 kg/m | 2,520.6 cm⁴ | 157.01 cm⁴ | 252.06 cm³ | 34.892 cm³ |
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Area is used for linear mass, section modulus for bending, and radius of gyration for buckling.