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 400x400x20x30 steel profile weighs 241.8 kg/m (162.48 lb/ft), has a depth of 400 mm (15.75 in), flange width 400 mm (15.75 in). Cross-sectional area: 30,800 mm². Moment of inertia Ix = 88,870.667 cm⁴, Iy = 32,022.667 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) | 30 mm | 1.18 in |
| Weight | 241.8 kg/m | 162.48 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 30,800 mm² | 47.740 in² |
| Moment of inertia (Ix) | 88,870.67 cm⁴ | 2135.12 in⁴ |
| Moment of inertia (Iy) | 32,022.67 cm⁴ | 769.34 in⁴ |
| Elastic section modulus (Sx) | 4,443.53 cm³ | 271.162 in³ |
| Elastic section modulus (Sy) | 1,601.13 cm³ | 97.708 in³ |
| Plastic section modulus (Zx) | 5,018 cm³ | 306.218 in³ |
| Plastic section modulus (Zy) | 2,434 cm³ | 148.532 in³ |
| Radius of gyration (rx) | 16.99 cm | 6.688 in |
| Radius of gyration (ry) | 10.2 cm | 4.014 in |
15.0 kN·m
15.0 kN
0.09 mm
L/63197