AHMSA, 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 1067x508x12.7x28.6 steel profile weighs 328.8 kg/m (220.92 lb/ft), has a depth of 1067 mm (42.01 in), flange width 508 mm (20.00 in). Cross-sectional area: 41,882.06 mm². Moment of inertia Ix = 892,475.263 cm⁴, Iy = 62,506.575 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1067 mm | 42.01 in |
| Width (b) | 508 mm | 20.00 in |
| Web thickness (tw) | 12.7 mm | 0.50 in |
| Flange thickness (tf) | 28.6 mm | 1.13 in |
| Weight | 328.8 kg/m | 220.92 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 41,882.06 mm² | 64.917 in² |
| Moment of inertia (Ix) | 892,475.26 cm⁴ | 21441.72 in⁴ |
| Moment of inertia (Iy) | 62,506.57 cm⁴ | 1501.72 in⁴ |
| Elastic section modulus (Sx) | 16,728.68 cm³ | 1020.851 in³ |
| Elastic section modulus (Sy) | 2,460.89 cm³ | 150.173 in³ |
| Plastic section modulus (Zx) | 18,324.24 cm³ | 1118.218 in³ |
| Plastic section modulus (Zy) | 3,731.03 cm³ | 227.683 in³ |
| Radius of gyration (rx) | 46.16 cm | 18.174 in |
| Radius of gyration (ry) | 12.22 cm | 4.810 in |
15.0 kN·m
15.0 kN
0.01 mm
L/634649