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 410 x 132,0 steel profile weighs 131.9 kg/m (88.62 lb/ft), has a depth of 425 mm (16.73 in), flange width 263 mm (10.35 in). Cross-sectional area: 16,825.021 mm². Moment of inertia Ix = 53,827.11 cm⁴, Iy = 6,739.005 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 425 mm | 16.73 in |
| Width (b) | 263 mm | 10.35 in |
| Web thickness (tw) | 13.3 mm | 0.52 in |
| Flange thickness (tf) | 22.2 mm | 0.87 in |
| Fillet radius (r) | 10 mm | 0.39 in |
| Weight | 131.9 kg/m | 88.62 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 16,825.02 mm² | 26.079 in² |
| Moment of inertia (Ix) | 53,827.11 cm⁴ | 1293.20 in⁴ |
| Moment of inertia (Iy) | 6,739 cm⁴ | 161.90 in⁴ |
| Elastic section modulus (Sx) | 2,533.04 cm³ | 154.576 in³ |
| Elastic section modulus (Sy) | 512.47 cm³ | 31.273 in³ |
| Plastic section modulus (Zx) | 2,849.58 cm³ | 173.893 in³ |
| Plastic section modulus (Zy) | 785.37 cm³ | 47.926 in³ |
| Radius of gyration (rx) | 17.89 cm | 7.042 in |
| Radius of gyration (ry) | 6.33 cm | 2.492 in |
15.0 kN·m
15.0 kN
0.16 mm
L/38277