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 550x550x20x50 steel profile weighs 502.4 kg/m (337.61 lb/ft), has a depth of 550 mm (21.65 in), flange width 550 mm (21.65 in). Cross-sectional area: 64,000 mm². Moment of inertia Ix = 360,083.333 cm⁴, Iy = 138,675.833 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 550 mm | 21.65 in |
| Width (b) | 550 mm | 21.65 in |
| Web thickness (tw) | 20 mm | 0.79 in |
| Flange thickness (tf) | 50 mm | 1.97 in |
| Weight | 502.4 kg/m | 337.61 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 64,000 mm² | 99.200 in² |
| Moment of inertia (Ix) | 360,083.33 cm⁴ | 8651.00 in⁴ |
| Moment of inertia (Iy) | 138,675.83 cm⁴ | 3331.69 in⁴ |
| Elastic section modulus (Sx) | 13,093.94 cm³ | 799.045 in³ |
| Elastic section modulus (Sy) | 5,042.76 cm³ | 307.729 in³ |
| Plastic section modulus (Zx) | 14,762.5 cm³ | 900.867 in³ |
| Plastic section modulus (Zy) | 7,607.5 cm³ | 464.240 in³ |
| Radius of gyration (rx) | 23.72 cm | 9.338 in |
| Radius of gyration (ry) | 14.72 cm | 5.795 in |
15.0 kN·m
15.0 kN
0.02 mm
L/256059