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 500x250x8x10 steel profile weighs 69.4 kg/m (46.63 lb/ft), has a depth of 500 mm (19.69 in), flange width 250 mm (9.84 in). Cross-sectional area: 8,840 mm². Moment of inertia Ix = 37,389.467 cm⁴, Iy = 2,606.215 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) | 10 mm | 0.39 in |
| Weight | 69.4 kg/m | 46.63 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 8,840 mm² | 13.702 in² |
| Moment of inertia (Ix) | 37,389.47 cm⁴ | 898.28 in⁴ |
| Moment of inertia (Iy) | 2,606.21 cm⁴ | 62.61 in⁴ |
| Elastic section modulus (Sx) | 1,495.58 cm³ | 91.266 in³ |
| Elastic section modulus (Sy) | 208.5 cm³ | 12.723 in³ |
| Plastic section modulus (Zx) | 1,685.8 cm³ | 102.874 in³ |
| Plastic section modulus (Zy) | 320.18 cm³ | 19.539 in³ |
| Radius of gyration (rx) | 20.57 cm | 8.097 in |
| Radius of gyration (ry) | 5.43 cm | 2.138 in |
15.0 kN·m
15.0 kN
0.23 mm
L/26588