Cintac, 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 500x250x8x18 steel profile weighs 99.8 kg/m (67.05 lb/ft), has a depth of 500 mm (19.69 in), flange width 250 mm (9.84 in). Cross-sectional area: 12,712 mm². Moment of inertia Ix = 58,957.023 cm⁴, Iy = 4,689.48 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 250 mm | 9.84 in |
| Web thickness (tw) | 8 mm | 0.31 in |
| Flange thickness (tf) | 18 mm | 0.71 in |
| Weight | 99.8 kg/m | 67.05 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 12,712 mm² | 19.704 in² |
| Moment of inertia (Ix) | 58,957.02 cm⁴ | 1416.44 in⁴ |
| Moment of inertia (Iy) | 4,689.48 cm⁴ | 112.66 in⁴ |
| Elastic section modulus (Sx) | 2,358.28 cm³ | 143.912 in³ |
| Elastic section modulus (Sy) | 375.16 cm³ | 22.894 in³ |
| Plastic section modulus (Zx) | 2,599.59 cm³ | 158.638 in³ |
| Plastic section modulus (Zy) | 569.92 cm³ | 34.779 in³ |
| Radius of gyration (rx) | 21.54 cm | 8.479 in |
| Radius of gyration (ry) | 6.07 cm | 2.391 in |
15.0 kN·m
15.0 kN
0.14 mm
L/41925