Structural steel and sections
C+ and Z purlins
Plasterboard supports
Solar mounting systems
Equal angles
20 to 150 mm leg
Light structures, frames, bracing and welded assemblies: the angle offers excellent mechanical strength in a minimal footprint, from 20 to 150 mm leg.
- Standard gradeS235JR up to 50 × 50 · S275JR from 60 × 60
- Standard length6,000 mm up to 50 × 50 · 12,000 mm from 60 × 60
- FinishesUncoated, or shot-blasted and primed
- Twenty-five stock references from 20 to 150 mm leg
- Several thicknesses per section from 2 to 15 mm
- S235JR up to 50 × 50 S275JR above
- Steel frames and light structures
- Assemblies, frames and bracing
- Industrial construction and maintenance
| Dimensions (mm) | Ép. (mm) | Weight (kg/m) | Area (cm²) | Iy = Iz (cm⁴) | Iv (cm⁴) | iv (cm) |
|---|---|---|---|---|---|---|
| L 20 × 20 † | 2 | 0,61 | 0,77 | 0,28 | 0,12 | 0,39 |
| L 20 × 20 | 3 | 0,88 | 1,12 | 0,39 | 0,17 | 0,38 |
| L 25 × 25 † | 2 | 0,76 | 0,97 | 0,56 | 0,23 | 0,49 |
| L 25 × 25 | 3 | 1,12 | 1,43 | 0,80 | 0,33 | 0,48 |
| L 30 × 30 † | 2 | 0,93 | 1,19 | 0,97 | 0,41 | 0,59 |
| L 30 × 30 | 3 | 1,36 | 1,73 | 1,40 | 0,59 | 0,58 |
| L 35 × 35 † | 3 | 1,60 | 2,04 | 2,29 | 0,95 | 0,68 |
| L 40 × 40 † | 3 | 1,84 | 2,35 | 3,45 | 1,44 | 0,78 |
| L 40 × 40 | 4 | 2,42 | 3,08 | 4,47 | 1,86 | 0,78 |
| L 45 × 45 † | 3 | 2,09 | 2,66 | 4,93 | 2,07 | 0,88 |
| L 45 × 45 † | 4 | 2,74 | 3,49 | 6,43 | 2,68 | 0,88 |
| L 50 × 50 † | 3 | 2,33 | 2,96 | 6,86 | 2,88 | 0,99 |
| L 50 × 50 † | 4 | 3,06 | 3,89 | 8,97 | 3,73 | 0,98 |
| L 50 × 50 | 5 | 3,77 | 4,80 | 11,0 | 4,55 | 0,97 |
| L 60 × 60 † | 4 | 3,70 | 4,71 | 15,8 | 6,58 | 1,18 |
| L 60 × 60 † | 5 | 4,57 | 5,82 | 19,4 | 8,03 | 1,17 |
| L 60 × 60 | 6 | 5,42 | 6,90 | 22,8 | 9,44 | 1,17 |
| L 70 × 70 † | 5 | 5,37 | 6,84 | 31,2 | 13,0 | 1,38 |
| L 70 × 70 † | 6 | 6,38 | 8,13 | 36,9 | 15,3 | 1,37 |
| L 70 × 70 | 7 | 7,38 | 9,40 | 42,3 | 17,5 | 1,36 |
| L 80 × 80 | 8 | 9,63 | 12,27 | 72,2 | 29,8 | 1,56 |
| L 90 × 90 | 9 | 12,20 | 15,54 | 116 | 47,9 | 1,76 |
| L 100 × 100 | 10 | 15,00 | 19,11 | 177 | 72,9 | 1,95 |
| L 120 × 120 | 12 | 21,60 | 27,52 | 368 | 152 | 2,35 |
| L 150 × 150 | 15 | 33,80 | 43,06 | 898 | 370 | 2,93 |
The table lists standard sections. If yours is not there, enter it: it goes to our sales team with your request.
Grade and length follow the section: S235JR in 6 m bars up to 50 × 50, S275JR in 12 m bars from 60 × 60. Iy = Iz are the moments of inertia about the axes parallel to the legs, Iv the inertia about the weak principal axis and iv the corresponding radius of gyration: it governs the buckling of a member in compression. † section not in EN 10056-1: properties calculated on the actual profile, including root radius and toe rounding, method calibrated on the eleven standardised sections of the range to within 0.3%. Other dimensions on request.