Cintac, 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 400x400x12x20 steel profile weighs 159.5 kg/m (107.19 lb/ft), has a depth of 400 mm (15.75 in), flange width 400 mm (15.75 in). Cross-sectional area: 20,320 mm². Moment of inertia Ix = 62,478.933 cm⁴, Iy = 21,338.517 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 400 mm | 15.75 in |
| Width (b) | 400 mm | 15.75 in |
| Web thickness (tw) | 12 mm | 0.47 in |
| Flange thickness (tf) | 20 mm | 0.79 in |
| Weight | 159.5 kg/m | 107.19 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 20,320 mm² | 31.496 in² |
| Moment of inertia (Ix) | 62,478.93 cm⁴ | 1501.06 in⁴ |
| Moment of inertia (Iy) | 21,338.52 cm⁴ | 512.66 in⁴ |
| Elastic section modulus (Sx) | 3,123.95 cm³ | 190.636 in³ |
| Elastic section modulus (Sy) | 1,066.93 cm³ | 65.108 in³ |
| Plastic section modulus (Zx) | 3,428.8 cm³ | 209.239 in³ |
| Plastic section modulus (Zy) | 1,612.96 cm³ | 98.429 in³ |
| Radius of gyration (rx) | 17.53 cm | 6.904 in |
| Radius of gyration (ry) | 10.25 cm | 4.034 in |
15.0 kN·m
15.0 kN
0.14 mm
L/44429