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 114,0 steel profile weighs 114.6 kg/m (77.02 lb/ft), has a depth of 420 mm (16.54 in), flange width 261 mm (10.28 in). Cross-sectional area: 14,584.681 mm². Moment of inertia Ix = 46,138.909 cm⁴, Iy = 5,724.644 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 420 mm | 16.54 in |
| Width (b) | 261 mm | 10.28 in |
| Web thickness (tw) | 11.6 mm | 0.46 in |
| Flange thickness (tf) | 19.3 mm | 0.76 in |
| Fillet radius (r) | 10 mm | 0.39 in |
| Weight | 114.6 kg/m | 77.02 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 14,584.68 mm² | 22.606 in² |
| Moment of inertia (Ix) | 46,138.91 cm⁴ | 1108.49 in⁴ |
| Moment of inertia (Iy) | 5,724.64 cm⁴ | 137.53 in⁴ |
| Elastic section modulus (Sx) | 2,197.09 cm³ | 134.075 in³ |
| Elastic section modulus (Sy) | 438.67 cm³ | 26.769 in³ |
| Plastic section modulus (Zx) | 2,456.48 cm³ | 149.904 in³ |
| Plastic section modulus (Zy) | 670.89 cm³ | 40.940 in³ |
| Radius of gyration (rx) | 17.79 cm | 7.002 in |
| Radius of gyration (ry) | 6.27 cm | 2.467 in |
15.0 kN·m
15.0 kN
0.18 mm
L/32810