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 149,0 steel profile weighs 149.2 kg/m (100.23 lb/ft), has a depth of 431 mm (16.97 in), flange width 265 mm (10.43 in). Cross-sectional area: 19,012.741 mm². Moment of inertia Ix = 61,842.425 cm⁴, Iy = 7,765.348 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 431 mm | 16.97 in |
| Width (b) | 265 mm | 10.43 in |
| Web thickness (tw) | 14.9 mm | 0.59 in |
| Flange thickness (tf) | 25 mm | 0.98 in |
| Fillet radius (r) | 10 mm | 0.39 in |
| Weight | 149.2 kg/m | 100.23 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 19,012.74 mm² | 29.470 in² |
| Moment of inertia (Ix) | 61,842.43 cm⁴ | 1485.76 in⁴ |
| Moment of inertia (Iy) | 7,765.35 cm⁴ | 186.56 in⁴ |
| Elastic section modulus (Sx) | 2,869.72 cm³ | 175.122 in³ |
| Elastic section modulus (Sy) | 586.06 cm³ | 35.764 in³ |
| Plastic section modulus (Zx) | 3,246.64 cm³ | 198.123 in³ |
| Plastic section modulus (Zy) | 899.79 cm³ | 54.909 in³ |
| Radius of gyration (rx) | 18.04 cm | 7.100 in |
| Radius of gyration (ry) | 6.39 cm | 2.516 in |
15.0 kN·m
15.0 kN
0.14 mm
L/43977