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HEA 300 beam: weight per metre and dimensions

HEA 300 weighs 88.3 kg per metre. A 6 m bar is 529.8 kg, a 12 m bar 1060 kg, and a tonne is about 11.3 m of this section. Nominal values to EN 10365: depth 290 mm, flange width 300 mm.

Mass per metre88.3 kg/m
6 m bar529.8 kg
12 m bar1060 kg
Metres per tonne11.3 m

Another length or a whole order: the beam weight calculator opens with HEA 300 already selected.

HEA 300 dimensions

DimensionSymbolValue
Depthh290 mm
Flange widthb300 mm
Web thicknesstw8.5 mm
Flange thicknesstf14 mm
Root radiusr27 mm
Cross-section areaA112 cm²
Mass per metreG88.3 kg/m

The number in the designation is not the depth: HEA 300 is 290 mm deep with a 300 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 300 weight by length

Length, mMass, kg
188.3
2176.6
3264.9
4353.2
5441.5
6529.8
8706.4
10883
121060

Steel cost is mass times the price per kilogram: at a price C per kg a 12 m bar costs 1060 × C and a 6 m bar 529.8 × C. Cutting, drilling and painting are priced separately; paint goes by surface area, not by weight.

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HEA 300 section properties

PropertySymbolValue
Second moment of area, major axisIy18260 cm⁴
Elastic section modulus, major axisWel,y1259 cm³
Radius of gyration, major axisiy12.8 cm
Second moment of area, minor axisIz6309 cm⁴
Elastic section modulus, minor axisWel,z420.6 cm³

Iy governs deflection, Wel,y bending stress, iy the slenderness of a strut. Iy / Iz = 2.9: in vertical bending the section is 2.9 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 300 next to neighbouring sizes

Sectionh, mmb, mmkg/mIy, cm⁴
HEA 28027028076.413670
HEA 30029030088.318260
HEA 32031030097.622920
IPE 30030015042.28356
HEB 30030030011725160
UPN 30030010046.28030

Against HEA 300 at the same number: IPE 300 — mass ×0.5, Iy ×0.5; HEB 300 — mass ×1.3, Iy ×1.4; UPN 300 — mass ×0.5, Iy ×0.4. One size up, HEA 320 adds 11 % mass and 26 % Iy.

Other sizes

Frequently asked questions

How much does a 6 m and a 12 m HEA 300 weigh?

HEA 300 weighs 88.3 kg/m, so a 6 m bar is 529.8 kg and a 12 m bar 1060 kg. Ten 12 m bars come to 10596 kg.

Which is heavier: IPE 300, HEA 300, HEB 300 or UPN 300?

Per metre: HEB 300 — 117 kg/m (h 300 mm); HEA 300 — 88.3 kg/m (h 290 mm); UPN 300 — 46.2 kg/m (h 300 mm); IPE 300 — 42.2 kg/m (h 300 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 300 mean in HEA 300?

The size in the HE range, not the actual depth: HEA 300 is 290 mm deep with a 300 mm flange. HEA is the light series of wide-flange beams and is shallower than its number; HEB 300 is exactly 300 mm deep.

How many metres of HEA 300 are in a tonne?

11.3 m: 1000 kg / 88.3 kg/m. That is about 1.9 bars of 6 m or 0.9 bars of 12 m.

Does S235 or S355 steel change the weight of HEA 300?

No. The table mass is the cross-section area times the density of steel, 7850 kg/m³: 112 cm² × 0.785 = 87.92 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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