Cintac, welded sections · Wide Flange (I-beam)
Wide flange beams (W shapes / I-beams) are the most common structural steel profile used in building construction. They are used for beams, columns, and girders in steel-framed buildings and bridges. Designed per AISC 360, Eurocode 3, and NBR 8800.
The I 250x150x4x5 steel profile weighs 19.3 kg/m (12.98 lb/ft), has a depth of 250 mm (9.84 in), flange width 150 mm (5.91 in). Cross-sectional area: 2,460 mm². Moment of inertia Ix = 2,712.05 cm⁴, Iy = 281.378 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 250 mm | 9.84 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 4 mm | 0.16 in |
| Flange thickness (tf) | 5 mm | 0.20 in |
| Weight | 19.3 kg/m | 12.98 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 2,460 mm² | 3.813 in² |
| Moment of inertia (Ix) | 2,712.05 cm⁴ | 65.16 in⁴ |
| Moment of inertia (Iy) | 281.38 cm⁴ | 6.76 in⁴ |
| Elastic section modulus (Sx) | 216.96 cm³ | 13.240 in³ |
| Elastic section modulus (Sy) | 37.52 cm³ | 2.289 in³ |
| Plastic section modulus (Zx) | 241.35 cm³ | 14.728 in³ |
| Plastic section modulus (Zy) | 57.21 cm³ | 3.491 in³ |
| Radius of gyration (rx) | 10.5 cm | 4.134 in |
| Radius of gyration (ry) | 3.38 cm | 1.332 in |
15.0 kN·m
15.0 kN
3.11 mm
L/1929