HEA 220 beam: weight per metre and dimensions
HEA 220 weighs 50.5 kg per metre. A 6 m bar is 303 kg, a 12 m bar 606 kg, and a tonne is about 19.8 m of this section. Nominal values to EN 10365: depth 210 mm, flange width 220 mm.
Another length or a whole order: the beam weight calculator opens with HEA 220 already selected.
HEA 220 dimensions
| Dimension | Symbol | Value |
|---|---|---|
| Depth | h | 210 mm |
| Flange width | b | 220 mm |
| Web thickness | tw | 7 mm |
| Flange thickness | tf | 11 mm |
| Root radius | r | 18 mm |
| Cross-section area | A | 64.3 cm² |
| Mass per metre | G | 50.5 kg/m |
The number in the designation is not the depth: HEA 220 is 210 mm deep with a 220 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 220 weight by length
| Length, m | Mass, kg |
|---|---|
| 1 | 50.5 |
| 2 | 101 |
| 3 | 151.5 |
| 4 | 202 |
| 5 | 252.5 |
| 6 | 303 |
| 8 | 404 |
| 10 | 505 |
| 12 | 606 |
Steel cost is mass times the price per kilogram: at a price C per kg a 12 m bar costs 606 × C and a 6 m bar 303 × C. Cutting, drilling and painting are priced separately; paint goes by surface area, not by weight.
HEA 220 section properties
| Property | Symbol | Value |
|---|---|---|
| Second moment of area, major axis | Iy | 5409 cm⁴ |
| Elastic section modulus, major axis | Wel,y | 515.2 cm³ |
| Radius of gyration, major axis | iy | 9.17 cm |
| Second moment of area, minor axis | Iz | 1954 cm⁴ |
| Elastic section modulus, minor axis | Wel,z | 177.6 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 220 next to neighbouring sizes
| Section | h, mm | b, mm | kg/m | Iy, cm⁴ |
|---|---|---|---|---|
| HEA 200 | 190 | 200 | 42.3 | 3692 |
| HEA 220 | 210 | 220 | 50.5 | 5409 |
| HEA 240 | 230 | 240 | 60.3 | 7763 |
| IPE 220 | 220 | 110 | 26.2 | 2771 |
| HEB 220 | 220 | 220 | 71.5 | 8090 |
| UPN 220 | 220 | 80 | 29.4 | 2690 |
Against HEA 220 at the same number: IPE 220 — mass ×0.5, Iy ×0.5; HEB 220 — mass ×1.4, Iy ×1.5; UPN 220 — mass ×0.6, Iy ×0.5. One size up, HEA 240 adds 19 % mass and 44 % 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 220 weigh?
HEA 220 weighs 50.5 kg/m, so a 6 m bar is 303 kg and a 12 m bar 606 kg. Ten 12 m bars come to 6060 kg.
Which is heavier: IPE 220, HEA 220, HEB 220 or UPN 220?
Per metre: HEB 220 — 71.5 kg/m (h 220 mm); HEA 220 — 50.5 kg/m (h 210 mm); UPN 220 — 29.4 kg/m (h 220 mm); IPE 220 — 26.2 kg/m (h 220 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 220 mean in HEA 220?
The size in the HE range, not the actual depth: HEA 220 is 210 mm deep with a 220 mm flange. HEA is the light series of wide-flange beams and is shallower than its number; HEB 220 is exactly 220 mm deep.
How many metres of HEA 220 are in a tonne?
19.8 m: 1000 kg / 50.5 kg/m. That is about 3.3 bars of 6 m or 1.7 bars of 12 m.
Does S235 or S355 steel change the weight of HEA 220?
No. The table mass is the cross-section area times the density of steel, 7850 kg/m³: 64.3 cm² × 0.785 = 50.48 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: