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 400x400x11x20 steel profile weighs 156.7 kg/m (105.30 lb/ft), has a depth of 400 mm (15.75 in), flange width 400 mm (15.75 in). Cross-sectional area: 19,960 mm². Moment of inertia Ix = 62,090.133 cm⁴, Iy = 21,337.326 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 400 mm | 15.75 in |
| Width (b) | 400 mm | 15.75 in |
| Web thickness (tw) | 11 mm | 0.43 in |
| Flange thickness (tf) | 20 mm | 0.79 in |
| Weight | 156.7 kg/m | 105.30 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 19,960 mm² | 30.938 in² |
| Moment of inertia (Ix) | 62,090.13 cm⁴ | 1491.72 in⁴ |
| Moment of inertia (Iy) | 21,337.33 cm⁴ | 512.63 in⁴ |
| Elastic section modulus (Sx) | 3,104.51 cm³ | 189.449 in³ |
| Elastic section modulus (Sy) | 1,066.87 cm³ | 65.104 in³ |
| Plastic section modulus (Zx) | 3,396.4 cm³ | 207.262 in³ |
| Plastic section modulus (Zy) | 1,610.89 cm³ | 98.303 in³ |
| Radius of gyration (rx) | 17.64 cm | 6.944 in |
| Radius of gyration (ry) | 10.34 cm | 4.071 in |
15.0 kN·m
15.0 kN
0.14 mm
L/44153