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 400x400x14x22 steel profile weighs 177.3 kg/m (119.13 lb/ft), has a depth of 400 mm (15.75 in), flange width 400 mm (15.75 in). Cross-sectional area: 22,584 mm². Moment of inertia Ix = 68,203.715 cm⁴, Iy = 23,474.807 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 400 mm | 15.75 in |
| Width (b) | 400 mm | 15.75 in |
| Web thickness (tw) | 14 mm | 0.55 in |
| Flange thickness (tf) | 22 mm | 0.87 in |
| Weight | 177.3 kg/m | 119.13 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 22,584 mm² | 35.005 in² |
| Moment of inertia (Ix) | 68,203.72 cm⁴ | 1638.59 in⁴ |
| Moment of inertia (Iy) | 23,474.81 cm⁴ | 563.98 in⁴ |
| Elastic section modulus (Sx) | 3,410.19 cm³ | 208.103 in³ |
| Elastic section modulus (Sy) | 1,173.74 cm³ | 71.626 in³ |
| Plastic section modulus (Zx) | 3,769.98 cm³ | 230.059 in³ |
| Plastic section modulus (Zy) | 1,777.44 cm³ | 108.467 in³ |
| Radius of gyration (rx) | 17.38 cm | 6.842 in |
| Radius of gyration (ry) | 10.2 cm | 4.014 in |
15.0 kN·m
15.0 kN
0.12 mm
L/48500