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 500x250x8x12 steel profile weighs 77.0 kg/m (51.75 lb/ft), has a depth of 500 mm (19.69 in), flange width 250 mm (9.84 in). Cross-sectional area: 9,808 mm². Moment of inertia Ix = 42,918.812 cm⁴, Iy = 3,127.031 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) | 12 mm | 0.47 in |
| Weight | 77.0 kg/m | 51.75 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 9,808 mm² | 15.202 in² |
| Moment of inertia (Ix) | 42,918.81 cm⁴ | 1031.12 in⁴ |
| Moment of inertia (Iy) | 3,127.03 cm⁴ | 75.13 in⁴ |
| Elastic section modulus (Sx) | 1,716.75 cm³ | 104.763 in³ |
| Elastic section modulus (Sy) | 250.16 cm³ | 15.266 in³ |
| Plastic section modulus (Zx) | 1,917.15 cm³ | 116.992 in³ |
| Plastic section modulus (Zy) | 382.62 cm³ | 23.349 in³ |
| Radius of gyration (rx) | 20.92 cm | 8.236 in |
| Radius of gyration (ry) | 5.65 cm | 2.223 in |
15.0 kN·m
15.0 kN
0.20 mm
L/30520