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 250x250x10x18 steel profile weighs 87.5 kg/m (58.77 lb/ft), has a depth of 250 mm (9.84 in), flange width 250 mm (9.84 in). Cross-sectional area: 11,140 mm². Moment of inertia Ix = 12,951.395 cm⁴, Iy = 4,689.283 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 250 mm | 9.84 in |
| Width (b) | 250 mm | 9.84 in |
| Web thickness (tw) | 10 mm | 0.39 in |
| Flange thickness (tf) | 18 mm | 0.71 in |
| Weight | 87.5 kg/m | 58.77 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 11,140 mm² | 17.267 in² |
| Moment of inertia (Ix) | 12,951.4 cm⁴ | 311.16 in⁴ |
| Moment of inertia (Iy) | 4,689.28 cm⁴ | 112.66 in⁴ |
| Elastic section modulus (Sx) | 1,036.11 cm³ | 63.228 in³ |
| Elastic section modulus (Sy) | 375.14 cm³ | 22.893 in³ |
| Plastic section modulus (Zx) | 1,158.49 cm³ | 70.696 in³ |
| Plastic section modulus (Zy) | 567.85 cm³ | 34.652 in³ |
| Radius of gyration (rx) | 10.78 cm | 4.245 in |
| Radius of gyration (ry) | 6.49 cm | 2.554 in |
15.0 kN·m
15.0 kN
0.65 mm
L/9210