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 550x550x60x60 steel profile weighs 720.6 kg/m (484.26 lb/ft), has a depth of 550 mm (21.65 in), flange width 550 mm (21.65 in). Cross-sectional area: 91,800 mm². Moment of inertia Ix = 437,898.5 cm⁴, Iy = 167,149 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 550 mm | 21.65 in |
| Width (b) | 550 mm | 21.65 in |
| Web thickness (tw) | 60 mm | 2.36 in |
| Flange thickness (tf) | 60 mm | 2.36 in |
| Weight | 720.6 kg/m | 484.26 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 91,800 mm² | 142.290 in² |
| Moment of inertia (Ix) | 437,898.5 cm⁴ | 10520.51 in⁴ |
| Moment of inertia (Iy) | 167,149 cm⁴ | 4015.75 in⁴ |
| Elastic section modulus (Sx) | 15,923.58 cm³ | 971.721 in³ |
| Elastic section modulus (Sy) | 6,078.15 cm³ | 370.913 in³ |
| Plastic section modulus (Zx) | 18,943.5 cm³ | 1156.008 in³ |
| Plastic section modulus (Zy) | 9,462 cm³ | 577.409 in³ |
| Radius of gyration (rx) | 21.84 cm | 8.599 in |
| Radius of gyration (ry) | 13.49 cm | 5.312 in |
15.0 kN·m
15.0 kN
0.02 mm
L/311394