CISC, hot-rolled 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 W 250 x 39,0 steel profile weighs 38.6 kg/m (25.95 lb/ft), has a depth of 262 mm (10.31 in), flange width 147 mm (5.79 in). Cross-sectional area: 4,929.098 mm². Moment of inertia Ix = 6,014.473 cm⁴, Iy = 593.68 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 262 mm | 10.31 in |
| Width (b) | 147 mm | 5.79 in |
| Web thickness (tw) | 6.6 mm | 0.26 in |
| Flange thickness (tf) | 11.2 mm | 0.44 in |
| Fillet radius (r) | 8 mm | 0.31 in |
| Weight | 38.6 kg/m | 25.95 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 4,929.1 mm² | 7.640 in² |
| Moment of inertia (Ix) | 6,014.47 cm⁴ | 144.50 in⁴ |
| Moment of inertia (Iy) | 593.68 cm⁴ | 14.26 in⁴ |
| Elastic section modulus (Sx) | 459.12 cm³ | 28.017 in³ |
| Elastic section modulus (Sy) | 80.77 cm³ | 4.929 in³ |
| Plastic section modulus (Zx) | 514.12 cm³ | 31.374 in³ |
| Plastic section modulus (Zy) | 123.9 cm³ | 7.561 in³ |
| Radius of gyration (rx) | 11.05 cm | 4.349 in |
| Radius of gyration (ry) | 3.47 cm | 1.366 in |
15.0 kN·m
15.0 kN
1.40 mm
L/4277