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 1067x508x12.7x34.9 steel profile weighs 377.7 kg/m (253.84 lb/ft), has a depth of 1067 mm (42.01 in), flange width 508 mm (20.00 in). Cross-sectional area: 48,122.84 mm². Moment of inertia Ix = 1,049,590.875 cm⁴, Iy = 76,271.493 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) | 34.9 mm | 1.37 in |
| Weight | 377.7 kg/m | 253.84 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 48,122.84 mm² | 74.590 in² |
| Moment of inertia (Ix) | 1,049,590.88 cm⁴ | 25216.42 in⁴ |
| Moment of inertia (Iy) | 76,271.49 cm⁴ | 1832.42 in⁴ |
| Elastic section modulus (Sx) | 19,673.68 cm³ | 1200.567 in³ |
| Elastic section modulus (Sy) | 3,002.81 cm³ | 183.244 in³ |
| Plastic section modulus (Zx) | 21,455.55 cm³ | 1309.304 in³ |
| Plastic section modulus (Zy) | 4,543.43 cm³ | 277.258 in³ |
| Radius of gyration (rx) | 46.7 cm | 18.387 in |
| Radius of gyration (ry) | 12.59 cm | 4.956 in |
15.0 kN·m
15.0 kN
0.01 mm
L/746376