Acindar, hot-rolled 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 W 500 x 91,1 steel profile weighs 91.1 kg/m (61.19 lb/ft), has a depth of 500 mm (19.69 in), flange width 200 mm (7.87 in). Cross-sectional area: 11,552.158 mm². Moment of inertia Ix = 48,198.535 cm⁴, Iy = 2,141.688 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 200 mm | 7.87 in |
| Web thickness (tw) | 10.2 mm | 0.40 in |
| Flange thickness (tf) | 16 mm | 0.63 in |
| Fillet radius (r) | 21 mm | 0.83 in |
| Weight | 91.1 kg/m | 61.19 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 11,552.16 mm² | 17.906 in² |
| Moment of inertia (Ix) | 48,198.53 cm⁴ | 1157.97 in⁴ |
| Moment of inertia (Iy) | 2,141.69 cm⁴ | 51.45 in⁴ |
| Elastic section modulus (Sx) | 1,927.94 cm³ | 117.651 in³ |
| Elastic section modulus (Sy) | 214.17 cm³ | 13.069 in³ |
| Plastic section modulus (Zx) | 2,194.12 cm³ | 133.894 in³ |
| Plastic section modulus (Zy) | 335.88 cm³ | 20.497 in³ |
| Radius of gyration (rx) | 20.43 cm | 8.042 in |
| Radius of gyration (ry) | 4.31 cm | 1.695 in |
15.0 kN·m
15.0 kN
0.18 mm
L/34275