KS, 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 506 x 103,1 steel profile weighs 103.1 kg/m (69.26 lb/ft), has a depth of 506 mm (19.92 in), flange width 201 mm (7.91 in). Cross-sectional area: 13,129.363 mm². Moment of inertia Ix = 56,516.026 cm⁴, Iy = 2,580.609 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 506 mm | 19.92 in |
| Width (b) | 201 mm | 7.91 in |
| Web thickness (tw) | 11 mm | 0.43 in |
| Flange thickness (tf) | 19 mm | 0.75 in |
| Fillet radius (r) | 20 mm | 0.79 in |
| Weight | 103.1 kg/m | 69.26 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 13,129.36 mm² | 20.351 in² |
| Moment of inertia (Ix) | 56,516.03 cm⁴ | 1357.80 in⁴ |
| Moment of inertia (Iy) | 2,580.61 cm⁴ | 62.00 in⁴ |
| Elastic section modulus (Sx) | 2,233.84 cm³ | 136.318 in³ |
| Elastic section modulus (Sy) | 256.78 cm³ | 15.670 in³ |
| Plastic section modulus (Zx) | 2,540.98 cm³ | 155.061 in³ |
| Plastic section modulus (Zy) | 401.39 cm³ | 24.494 in³ |
| Radius of gyration (rx) | 20.75 cm | 8.168 in |
| Radius of gyration (ry) | 4.43 cm | 1.745 in |
15.0 kN·m
15.0 kN
0.15 mm
L/40189