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 2032x508x12.7x22.2 steel profile weighs 375.2 kg/m (252.14 lb/ft), has a depth of 2032 mm (80.00 in), flange width 508 mm (20.00 in). Cross-sectional area: 47,797.72 mm². Moment of inertia Ix = 3,108,786.988 cm⁴, Iy = 48,539.637 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 2032 mm | 80.00 in |
| Width (b) | 508 mm | 20.00 in |
| Web thickness (tw) | 12.7 mm | 0.50 in |
| Flange thickness (tf) | 22.2 mm | 0.87 in |
| Weight | 375.2 kg/m | 252.14 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 47,797.72 mm² | 74.086 in² |
| Moment of inertia (Ix) | 3,108,786.99 cm⁴ | 74688.61 in⁴ |
| Moment of inertia (Iy) | 48,539.64 cm⁴ | 1166.16 in⁴ |
| Elastic section modulus (Sx) | 30,598.3 cm³ | 1867.230 in³ |
| Elastic section modulus (Sy) | 1,911.01 cm³ | 116.617 in³ |
| Plastic section modulus (Zx) | 35,208.73 cm³ | 2148.577 in³ |
| Plastic section modulus (Zy) | 2,944.66 cm³ | 179.695 in³ |
| Radius of gyration (rx) | 80.65 cm | 31.751 in |
| Radius of gyration (ry) | 10.08 cm | 3.967 in |
15.0 kN·m
15.0 kN
0.00 mm
L/2210693