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 500x500x16x28 steel profile weighs 275.6 kg/m (185.18 lb/ft), has a depth of 500 mm (19.69 in), flange width 500 mm (19.69 in). Cross-sectional area: 35,104 mm². Moment of inertia Ix = 167,802.185 cm⁴, Iy = 58,348.489 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 16 mm | 0.63 in |
| Flange thickness (tf) | 28 mm | 1.10 in |
| Weight | 275.6 kg/m | 185.18 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 35,104 mm² | 54.411 in² |
| Moment of inertia (Ix) | 167,802.18 cm⁴ | 4031.45 in⁴ |
| Moment of inertia (Iy) | 58,348.49 cm⁴ | 1401.82 in⁴ |
| Elastic section modulus (Sx) | 6,712.09 cm³ | 409.598 in³ |
| Elastic section modulus (Sy) | 2,333.94 cm³ | 142.426 in³ |
| Plastic section modulus (Zx) | 7,396.54 cm³ | 451.367 in³ |
| Plastic section modulus (Zy) | 3,528.42 cm³ | 215.318 in³ |
| Radius of gyration (rx) | 21.86 cm | 8.608 in |
| Radius of gyration (ry) | 12.89 cm | 5.076 in |
15.0 kN·m
15.0 kN
0.05 mm
L/119326