Technical data · Nominal geometry

IPE 240 — dimensions, linear mass and inertia

IPE 240 (IPE sections): h 240 × b 120 × tw 6.2 × tf 9.8 mm, mass 29.19 kg/m, A 37.185 cm², Ix 3,671 cm⁴ and Iy 282.68 cm⁴, recalculated from nominal geometry.

EN 10365
02

Profile geometry

IPE

IPE 240

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

x x y G 240 h 120 b tf = 9.8tw = 6.2

G : centroid x-x and y-y: centroidal axes

Use this profileCopy its data or open a calculation directly.

Cross-check completed

Catalogue and analytical model

The catalogue reference is the value published by the cited sources. The Formulaxis result is a reproducible calculation from simplified nominal geometry; it can differ because real sections include root fillets and other geometric details, and because published values reflect the sources’ rounding and conventions. This comparison is not a regulatory verification.

Cross-check completed
Major axis:y-y → x-x (Ix, Wx)Minor axis:z-z → y-y (Iy, Wy)
Comparison of published and recalculated properties
PropertyCross-checked catalogue valueFormulaxis analytical calculationAnalytical / catalogue differenceUnit
Linear mass30.729.1901-4.92 %kg/m
Section area39.137.1848-4.9 %cm²
Second moment of area — major axis3,8913,670.97-5.65 %cm⁴
Second moment of area — minor axis283.6282.678-0.33 %cm⁴
Elastic section modulus — major axis324.3305.914-5.67 %cm³
Elastic section modulus — minor axis47.2747.113-0.33 %cm³

Difference = (Formulaxis − catalogue) / catalogue. A positive value means the Formulaxis analytical result is higher; a negative value means it is lower.

Verification status: Cross-check completedChecked on: 2026-08-18

Verified profile

Use this profile in a beam check

Choose the axis, then open a deflection or bending-stress check with the verified catalog value.

Choose the axis

The verified catalog value will be used.You can change the property definition in the calculator.

Selected series

IPE

Select a row to update the diagram and recalculated properties.

DesignationA recalculatedLinear mass recalculatedIx recalculatedIy recalculatedWx recalculatedWy recalculated
IPE 807.4288 cm²5.8316 kg/m77.701 cm⁴8.4676 cm⁴19.425 cm³3.6816 cm³
IPE 1009.9026 cm²7.7735 kg/m163.32 cm⁴15.857 cm⁴32.665 cm³5.766 cm³
IPE 12012.79 cm²10.04 kg/m306.31 cm⁴27.601 cm⁴51.052 cm³8.6254 cm³
IPE 14016.005 cm²12.564 kg/m525.29 cm⁴44.846 cm⁴75.041 cm³12.287 cm³
IPE 16019.396 cm²15.226 kg/m834.63 cm⁴68.153 cm⁴104.33 cm³16.623 cm³
IPE 18023.252 cm²18.253 kg/m1,272.5 cm⁴100.68 cm⁴141.38 cm³22.127 cm³
IPE 20027.248 cm²21.39 kg/m1,845.6 cm⁴141.93 cm⁴184.56 cm³28.387 cm³
IPE 22032.134 cm²25.226 kg/m2,652.8 cm⁴204.43 cm⁴241.16 cm³37.169 cm³
IPE 24037.185 cm²29.19 kg/m3,671 cm⁴282.68 cm⁴305.91 cm³47.113 cm³
IPE 27044.014 cm²34.551 kg/m5,504.7 cm⁴418.86 cm⁴407.76 cm³62.054 cm³
IPE 30051.881 cm²40.726 kg/m7,999 cm⁴602.71 cm⁴533.27 cm³80.361 cm³