HEA 100 beam: weight per metre and dimensions
HEA 100 weighs 16.7 kg per metre. A 6 m bar is 100.2 kg, a 12 m bar 200.4 kg, and a tonne is about 59.9 m of this section. Nominal values to EN 10365: depth 96 mm, flange width 100 mm.
Another length or a whole order: the beam weight calculator opens with HEA 100 already selected.
HEA 100 dimensions
| Dimension | Symbol | Value |
|---|---|---|
| Depth | h | 96 mm |
| Flange width | b | 100 mm |
| Web thickness | tw | 5 mm |
| Flange thickness | tf | 8 mm |
| Root radius | r | 12 mm |
| Cross-section area | A | 21.2 cm² |
| Mass per metre | G | 16.7 kg/m |
The number in the designation is not the depth: HEA 100 is 96 mm deep with a 100 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.
HEA 100 weight by length
| Length, m | Mass, kg |
|---|---|
| 1 | 16.7 |
| 2 | 33.4 |
| 3 | 50.1 |
| 4 | 66.8 |
| 5 | 83.5 |
| 6 | 100.2 |
| 8 | 133.6 |
| 10 | 167 |
| 12 | 200.4 |
Steel cost is mass times the price per kilogram: at a price C per kg a 12 m bar costs 200.4 × C and a 6 m bar 100.2 × C. Cutting, drilling and painting are priced separately; paint goes by surface area, not by weight.
HEA 100 section properties
| Property | Symbol | Value |
|---|---|---|
| Second moment of area, major axis | Iy | 349.2 cm⁴ |
| Elastic section modulus, major axis | Wel,y | 72.75 cm³ |
| Radius of gyration, major axis | iy | 4.06 cm |
| Second moment of area, minor axis | Iz | 133.8 cm⁴ |
| Elastic section modulus, minor axis | Wel,z | 26.76 cm³ |
Iy governs deflection, Wel,y bending stress, iy the slenderness of a strut. Iy / Iz = 2.6: in vertical bending the section is 2.6 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 100 next to neighbouring sizes
| Section | h, mm | b, mm | kg/m | Iy, cm⁴ |
|---|---|---|---|---|
| HEA 100 | 96 | 100 | 16.7 | 349.2 |
| HEA 120 | 114 | 120 | 19.9 | 606.1 |
| IPE 100 | 100 | 55 | 8.1 | 171 |
| HEB 100 | 100 | 100 | 20.4 | 449.5 |
| UPN 100 | 100 | 50 | 10.6 | 206 |
Against HEA 100 at the same number: IPE 100 — mass ×0.5, Iy ×0.5; HEB 100 — mass ×1.2, Iy ×1.3; UPN 100 — mass ×0.6, Iy ×0.6. One size up, HEA 120 adds 19 % mass and 74 % Iy.
Other sizes
- IPE beams: IPE 100 · IPE 120 · IPE 140 · IPE 160 · IPE 180 · IPE 200 · IPE 220 · IPE 240 · IPE 270 · IPE 300
- HEA beams: HEA 100 · HEA 120 · HEA 140 · HEA 160 · HEA 180 · HEA 200 · HEA 220 · HEA 240 · HEA 260 · HEA 280 · HEA 300
- HEB beams: HEB 100 · HEB 120 · HEB 140 · HEB 160 · HEB 180 · HEB 200 · HEB 220 · HEB 240 · HEB 260 · HEB 280 · HEB 300
- UPN channels: UPN 100 · UPN 120 · UPN 140 · UPN 160 · UPN 180 · UPN 200 · UPN 220 · UPN 240 · UPN 260 · UPN 280 · UPN 300
Frequently asked questions
How much does a 6 m and a 12 m HEA 100 weigh?
HEA 100 weighs 16.7 kg/m, so a 6 m bar is 100.2 kg and a 12 m bar 200.4 kg. Ten 12 m bars come to 2004 kg.
Which is heavier: IPE 100, HEA 100, HEB 100 or UPN 100?
Per metre: HEB 100 — 20.4 kg/m (h 100 mm); HEA 100 — 16.7 kg/m (h 96 mm); UPN 100 — 10.6 kg/m (h 100 mm); IPE 100 — 8.1 kg/m (h 100 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 100 mean in HEA 100?
The size in the HE range, not the actual depth: HEA 100 is 96 mm deep with a 100 mm flange. HEA is the light series of wide-flange beams and is shallower than its number; HEB 100 is exactly 100 mm deep.
How many metres of HEA 100 are in a tonne?
59.9 m: 1000 kg / 16.7 kg/m. That is about 10 bars of 6 m or 5 bars of 12 m.
Does S235 or S355 steel change the weight of HEA 100?
No. The table mass is the cross-section area times the density of steel, 7850 kg/m³: 21.2 cm² × 0.785 = 16.64 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.
Updated: