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 400x400x20x35 steel profile weighs 271.6 kg/m (182.52 lb/ft), has a depth of 400 mm (15.75 in), flange width 400 mm (15.75 in). Cross-sectional area: 34,600 mm². Moment of inertia Ix = 99,532.833 cm⁴, Iy = 37,355.333 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 400 mm | 15.75 in |
| Width (b) | 400 mm | 15.75 in |
| Web thickness (tw) | 20 mm | 0.79 in |
| Flange thickness (tf) | 35 mm | 1.38 in |
| Weight | 271.6 kg/m | 182.52 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 34,600 mm² | 53.630 in² |
| Moment of inertia (Ix) | 99,532.83 cm⁴ | 2391.28 in⁴ |
| Moment of inertia (Iy) | 37,355.33 cm⁴ | 897.46 in⁴ |
| Elastic section modulus (Sx) | 4,976.64 cm³ | 303.695 in³ |
| Elastic section modulus (Sy) | 1,867.77 cm³ | 113.979 in³ |
| Plastic section modulus (Zx) | 5,654.5 cm³ | 345.060 in³ |
| Plastic section modulus (Zy) | 2,833 cm³ | 172.881 in³ |
| Radius of gyration (rx) | 16.96 cm | 6.677 in |
| Radius of gyration (ry) | 10.39 cm | 4.091 in |
15.0 kN·m
15.0 kN
0.08 mm
L/70779