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HEA 240 beam: weight per metre and dimensions

HEA 240 weighs 60.3 kg per metre. A 6 m bar is 361.8 kg, a 12 m bar 723.6 kg, and a tonne is about 16.6 m of this section. Nominal values to EN 10365: depth 230 mm, flange width 240 mm.

Mass per metre60.3 kg/m
6 m bar361.8 kg
12 m bar723.6 kg
Metres per tonne16.6 m

Another length or a whole order: the beam weight calculator opens with HEA 240 already selected.

HEA 240 dimensions

DimensionSymbolValue
Depthh230 mm
Flange widthb240 mm
Web thicknesstw7.5 mm
Flange thicknesstf12 mm
Root radiusr21 mm
Cross-section areaA76.8 cm²
Mass per metreG60.3 kg/m

The number in the designation is not the depth: HEA 240 is 230 mm deep with a 240 mm flange. A delivered bar may differ from these nominal values within the rolling tolerances of EN 10034; invoicing goes by the mill certificate, not by the table.

Cross-sections of an I-beam, a channel and an angle with dimensions h, b, s and t
In the drawing s is the web thickness (tw) and t the flange thickness (tf)

Download the diagram: SVG · PNG

HEA 240 weight by length

Length, mMass, kg
160.3
2120.6
3180.9
4241.2
5301.5
6361.8
8482.4
10603
12723.6

Steel cost is mass times the price per kilogram: at a price C per kg a 12 m bar costs 723.6 × C and a 6 m bar 361.8 × C. Cutting, drilling and painting are priced separately; paint goes by surface area, not by weight.

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HEA 240 section properties

PropertySymbolValue
Second moment of area, major axisIy7763 cm⁴
Elastic section modulus, major axisWel,y675 cm³
Radius of gyration, major axisiy10.1 cm
Second moment of area, minor axisIz2768 cm⁴
Elastic section modulus, minor axisWel,z230.7 cm³

Iy governs deflection, Wel,y bending stress, iy the slenderness of a strut. Iy / Iz = 2.8: in vertical bending the section is 2.8 times stiffer than sideways. Source: ArcelorMittal catalogue “Sections and Merchant Bars” (2023), each value checked against a second, independent table. These are inputs for a check to EN 1993-1-1, not a load capacity.

HEA 240 next to neighbouring sizes

Sectionh, mmb, mmkg/mIy, cm⁴
HEA 22021022050.55409
HEA 24023024060.37763
HEA 26025026068.210450
IPE 24024012030.73891
HEB 24024024083.211250
UPN 2402408533.23600

Against HEA 240 at the same number: IPE 240 — mass ×0.5, Iy ×0.5; HEB 240 — mass ×1.4, Iy ×1.4; UPN 240 — mass ×0.6, Iy ×0.5. One size up, HEA 260 adds 13 % mass and 35 % Iy.

Other sizes

Frequently asked questions

How much does a 6 m and a 12 m HEA 240 weigh?

HEA 240 weighs 60.3 kg/m, so a 6 m bar is 361.8 kg and a 12 m bar 723.6 kg. Ten 12 m bars come to 7236 kg.

Which is heavier: IPE 240, HEA 240, HEB 240 or UPN 240?

Per metre: HEB 240 — 83.2 kg/m (h 240 mm); HEA 240 — 60.3 kg/m (h 230 mm); UPN 240 — 33.2 kg/m (h 240 mm); IPE 240 — 30.7 kg/m (h 240 mm). The wide-flange HE sections carry load in both planes and go into columns; IPE is the lighter floor beam for bending in one plane.

What does 240 mean in HEA 240?

The size in the HE range, not the actual depth: HEA 240 is 230 mm deep with a 240 mm flange. HEA is the light series of wide-flange beams and is shallower than its number; HEB 240 is exactly 240 mm deep.

How many metres of HEA 240 are in a tonne?

16.6 m: 1000 kg / 60.3 kg/m. That is about 2.8 bars of 6 m or 1.4 bars of 12 m.

Does S235 or S355 steel change the weight of HEA 240?

No. The table mass is the cross-section area times the density of steel, 7850 kg/m³: 76.8 cm² × 0.785 = 60.29 kg/m. The grade to EN 10025-2 sets strength, not density. A real bar differs from nominal only within the rolling tolerances of EN 10034.

Author: , welder and metal fabricator Updated:

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