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 400x400x20x40 steel profile weighs 301.4 kg/m (202.57 lb/ft), has a depth of 400 mm (15.75 in), flange width 400 mm (15.75 in). Cross-sectional area: 38,400 mm². Moment of inertia Ix = 109,568 cm⁴, Iy = 42,688 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) | 40 mm | 1.57 in |
| Weight | 301.4 kg/m | 202.57 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 38,400 mm² | 59.520 in² |
| Moment of inertia (Ix) | 109,568 cm⁴ | 2632.37 in⁴ |
| Moment of inertia (Iy) | 42,688 cm⁴ | 1025.58 in⁴ |
| Elastic section modulus (Sx) | 5,478.4 cm³ | 334.314 in³ |
| Elastic section modulus (Sy) | 2,134.4 cm³ | 130.250 in³ |
| Plastic section modulus (Zx) | 6,272 cm³ | 382.743 in³ |
| Plastic section modulus (Zy) | 3,232 cm³ | 197.230 in³ |
| Radius of gyration (rx) | 16.89 cm | 6.650 in |
| Radius of gyration (ry) | 10.54 cm | 4.151 in |
15.0 kN·m
15.0 kN
0.08 mm
L/77915