CISC, welded 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 I 400x400x30x60 steel profile weighs 442.7 kg/m (297.52 lb/ft), has a depth of 400 mm (15.75 in), flange width 400 mm (15.75 in). Cross-sectional area: 56,400 mm². Moment of inertia Ix = 145,648 cm⁴, Iy = 64,063 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 400 mm | 15.75 in |
| Width (b) | 400 mm | 15.75 in |
| Web thickness (tw) | 30 mm | 1.18 in |
| Flange thickness (tf) | 60 mm | 2.36 in |
| Weight | 442.7 kg/m | 297.52 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 56,400 mm² | 87.420 in² |
| Moment of inertia (Ix) | 145,648 cm⁴ | 3499.19 in⁴ |
| Moment of inertia (Iy) | 64,063 cm⁴ | 1539.11 in⁴ |
| Elastic section modulus (Sx) | 7,282.4 cm³ | 444.401 in³ |
| Elastic section modulus (Sy) | 3,203.15 cm³ | 195.469 in³ |
| Plastic section modulus (Zx) | 8,748 cm³ | 533.838 in³ |
| Plastic section modulus (Zy) | 4,863 cm³ | 296.760 in³ |
| Radius of gyration (rx) | 16.07 cm | 6.327 in |
| Radius of gyration (ry) | 10.66 cm | 4.196 in |
15.0 kN·m
15.0 kN
0.06 mm
L/103572