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 350x350x16x28 steel profile weighs 190.8 kg/m (128.21 lb/ft), has a depth of 350 mm (13.78 in), flange width 350 mm (13.78 in). Cross-sectional area: 24,304 mm². Moment of inertia Ix = 54,321.505 cm⁴, Iy = 20,018.369 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 in |
| Width (b) | 350 mm | 13.78 in |
| Web thickness (tw) | 16 mm | 0.63 in |
| Flange thickness (tf) | 28 mm | 1.10 in |
| Weight | 190.8 kg/m | 128.21 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 24,304 mm² | 37.671 in² |
| Moment of inertia (Ix) | 54,321.5 cm⁴ | 1305.07 in⁴ |
| Moment of inertia (Iy) | 20,018.37 cm⁴ | 480.94 in⁴ |
| Elastic section modulus (Sx) | 3,104.09 cm³ | 189.424 in³ |
| Elastic section modulus (Sy) | 1,143.91 cm³ | 69.806 in³ |
| Plastic section modulus (Zx) | 3,501.34 cm³ | 213.666 in³ |
| Plastic section modulus (Zy) | 1,733.82 cm³ | 105.804 in³ |
| Radius of gyration (rx) | 14.95 cm | 5.886 in |
| Radius of gyration (ry) | 9.08 cm | 3.573 in |
15.0 kN·m
15.0 kN
0.16 mm
L/38629