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IPE sections: dimensions, mass and inertia

Compare parallel-flange IPE beams by dimensions and section properties.

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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.

IPE

Comparison table

IPE sections

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DesignationMain dimensionsAMassIxIyWxWy
IPE 80h=80 mm · b=46 mm · tw=3.8 mm · tf=5.2 mm · r=5 mm7.4288 cm²5.8316 kg/m77.701 cm⁴8.4676 cm⁴19.425 cm³3.6816 cm³
IPE 100h=100 mm · b=55 mm · tw=4.1 mm · tf=5.7 mm · r=7 mm9.9026 cm²7.7735 kg/m163.32 cm⁴15.857 cm⁴32.665 cm³5.766 cm³
IPE 120h=120 mm · b=64 mm · tw=4.4 mm · tf=6.3 mm · r=7 mm12.79 cm²10.04 kg/m306.31 cm⁴27.601 cm⁴51.052 cm³8.6254 cm³
IPE 140h=140 mm · b=73 mm · tw=4.7 mm · tf=6.9 mm · r=7 mm16.005 cm²12.564 kg/m525.29 cm⁴44.846 cm⁴75.041 cm³12.287 cm³
IPE 160h=160 mm · b=82 mm · tw=5 mm · tf=7.4 mm · r=9 mm19.396 cm²15.226 kg/m834.63 cm⁴68.153 cm⁴104.33 cm³16.623 cm³
IPE 180h=180 mm · b=91 mm · tw=5.3 mm · tf=8 mm · r=9 mm23.252 cm²18.253 kg/m1,272.5 cm⁴100.68 cm⁴141.38 cm³22.127 cm³
IPE 200h=200 mm · b=100 mm · tw=5.6 mm · tf=8.5 mm · r=12 mm27.248 cm²21.39 kg/m1,845.6 cm⁴141.93 cm⁴184.56 cm³28.387 cm³
IPE 220h=220 mm · b=110 mm · tw=5.9 mm · tf=9.2 mm · r=12 mm32.134 cm²25.226 kg/m2,652.8 cm⁴204.43 cm⁴241.16 cm³37.169 cm³
IPE 240h=240 mm · b=120 mm · tw=6.2 mm · tf=9.8 mm · r=15 mm37.185 cm²29.19 kg/m3,671 cm⁴282.68 cm⁴305.91 cm³47.113 cm³
IPE 270h=270 mm · b=135 mm · tw=6.6 mm · tf=10.2 mm · r=15 mm44.014 cm²34.551 kg/m5,504.7 cm⁴418.86 cm⁴407.76 cm³62.054 cm³
IPE 300h=300 mm · b=150 mm · tw=7.1 mm · tf=10.7 mm · r=15 mm51.881 cm²40.726 kg/m7,999 cm⁴602.71 cm⁴533.27 cm³80.361 cm³

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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.

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Area is used for linear mass, section modulus for bending, and radius of gyration for buckling.