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HEA 160 beam: weight per metre and dimensions

HEA 160 weighs 30.4 kg per metre. A 6 m bar is 182.4 kg, a 12 m bar 364.8 kg, and a tonne is about 32.9 m of this section. Nominal values to EN 10365: depth 152 mm, flange width 160 mm.

Mass per metre30.4 kg/m
6 m bar182.4 kg
12 m bar364.8 kg
Metres per tonne32.9 m

Another length or a whole order: the beam weight calculator opens with HEA 160 already selected.

HEA 160 dimensions

DimensionSymbolValue
Depthh152 mm
Flange widthb160 mm
Web thicknesstw6 mm
Flange thicknesstf9 mm
Root radiusr15 mm
Cross-section areaA38.8 cm²
Mass per metreG30.4 kg/m

The number in the designation is not the depth: HEA 160 is 152 mm deep with a 160 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 160 weight by length

Length, mMass, kg
130.4
260.8
391.2
4121.6
5152
6182.4
8243.2
10304
12364.8

Steel cost is mass times the price per kilogram: at a price C per kg a 12 m bar costs 364.8 × C and a 6 m bar 182.4 × C. Cutting, drilling and painting are priced separately; paint goes by surface area, not by weight.

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HEA 160 section properties

PropertySymbolValue
Second moment of area, major axisIy1672 cm⁴
Elastic section modulus, major axisWel,y220.1 cm³
Radius of gyration, major axisiy6.56 cm
Second moment of area, minor axisIz615.5 cm⁴
Elastic section modulus, minor axisWel,z76.94 cm³

Iy governs deflection, Wel,y bending stress, iy the slenderness of a strut. Iy / Iz = 2.7: in vertical bending the section is 2.7 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 160 next to neighbouring sizes

Sectionh, mmb, mmkg/mIy, cm⁴
HEA 14013314024.71033
HEA 16015216030.41672
HEA 18017118035.52510
IPE 1601608215.8869.2
HEB 16016016042.62491
UPN 1601606518.8925

Against HEA 160 at the same number: IPE 160 — mass ×0.5, Iy ×0.5; HEB 160 — mass ×1.4, Iy ×1.5; UPN 160 — mass ×0.6, Iy ×0.6. One size up, HEA 180 adds 17 % mass and 50 % Iy.

Other sizes

Frequently asked questions

How much does a 6 m and a 12 m HEA 160 weigh?

HEA 160 weighs 30.4 kg/m, so a 6 m bar is 182.4 kg and a 12 m bar 364.8 kg. Ten 12 m bars come to 3648 kg.

Which is heavier: IPE 160, HEA 160, HEB 160 or UPN 160?

Per metre: HEB 160 — 42.6 kg/m (h 160 mm); HEA 160 — 30.4 kg/m (h 152 mm); UPN 160 — 18.8 kg/m (h 160 mm); IPE 160 — 15.8 kg/m (h 160 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 160 mean in HEA 160?

The size in the HE range, not the actual depth: HEA 160 is 152 mm deep with a 160 mm flange. HEA is the light series of wide-flange beams and is shallower than its number; HEB 160 is exactly 160 mm deep.

How many metres of HEA 160 are in a tonne?

32.9 m: 1000 kg / 30.4 kg/m. That is about 5.5 bars of 6 m or 2.7 bars of 12 m.

Does S235 or S355 steel change the weight of HEA 160?

No. The table mass is the cross-section area times the density of steel, 7850 kg/m³: 38.8 cm² × 0.785 = 30.46 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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