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 400x150x4x8 steel profile weighs 30.9 kg/m (20.78 lb/ft), has a depth of 400 mm (15.75 in), flange width 150 mm (5.91 in). Cross-sectional area: 3,936 mm². Moment of inertia Ix = 11,108.557 cm⁴, Iy = 450.205 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 400 mm | 15.75 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 4 mm | 0.16 in |
| Flange thickness (tf) | 8 mm | 0.31 in |
| Weight | 30.9 kg/m | 20.78 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 3,936 mm² | 6.101 in² |
| Moment of inertia (Ix) | 11,108.56 cm⁴ | 266.88 in⁴ |
| Moment of inertia (Iy) | 450.2 cm⁴ | 10.82 in⁴ |
| Elastic section modulus (Sx) | 555.43 cm³ | 33.894 in³ |
| Elastic section modulus (Sy) | 60.03 cm³ | 3.663 in³ |
| Plastic section modulus (Zx) | 617.86 cm³ | 37.704 in³ |
| Plastic section modulus (Zy) | 91.54 cm³ | 5.586 in³ |
| Radius of gyration (rx) | 16.8 cm | 6.614 in |
| Radius of gyration (ry) | 3.38 cm | 1.332 in |
15.0 kN·m
15.0 kN
0.76 mm
L/7899