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 100,0 steel profile weighs 99.7 kg/m (67.00 lb/ft), has a depth of 415 mm (16.34 in), flange width 260 mm (10.24 in). Cross-sectional area: 12,685.841 mm². Moment of inertia Ix = 39,760.498 cm⁴, Iy = 4,954.229 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 415 mm | 16.34 in |
| Width (b) | 260 mm | 10.24 in |
| Web thickness (tw) | 10 mm | 0.39 in |
| Flange thickness (tf) | 16.9 mm | 0.67 in |
| Fillet radius (r) | 10 mm | 0.39 in |
| Weight | 99.7 kg/m | 67.00 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 12,685.84 mm² | 19.663 in² |
| Moment of inertia (Ix) | 39,760.5 cm⁴ | 955.25 in⁴ |
| Moment of inertia (Iy) | 4,954.23 cm⁴ | 119.03 in⁴ |
| Elastic section modulus (Sx) | 1,916.17 cm³ | 116.932 in³ |
| Elastic section modulus (Sy) | 381.09 cm³ | 23.256 in³ |
| Plastic section modulus (Zx) | 2,128.7 cm³ | 129.902 in³ |
| Plastic section modulus (Zy) | 581.37 cm³ | 35.478 in³ |
| Radius of gyration (rx) | 17.7 cm | 6.970 in |
| Radius of gyration (ry) | 6.25 cm | 2.460 in |
15.0 kN·m
15.0 kN
0.21 mm
L/28274