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 2032x406.4x11.1x15.9 steel profile weighs 275.7 kg/m (185.30 lb/ft), has a depth of 2032 mm (80.00 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 35,125.74 mm². Moment of inertia Ix = 2,053,491.864 cm⁴, Iy = 17,809.971 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 2032 mm | 80.00 in |
| Width (b) | 406.4 mm | 16.00 in |
| Web thickness (tw) | 11.1 mm | 0.44 in |
| Flange thickness (tf) | 15.9 mm | 0.63 in |
| Weight | 275.7 kg/m | 185.30 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 35,125.74 mm² | 54.445 in² |
| Moment of inertia (Ix) | 2,053,491.86 cm⁴ | 49335.14 in⁴ |
| Moment of inertia (Iy) | 17,809.97 cm⁴ | 427.88 in⁴ |
| Elastic section modulus (Sx) | 20,211.53 cm³ | 1233.389 in³ |
| Elastic section modulus (Sy) | 876.47 cm³ | 53.486 in³ |
| Plastic section modulus (Zx) | 24,129.77 cm³ | 1472.495 in³ |
| Plastic section modulus (Zy) | 1,374.64 cm³ | 83.886 in³ |
| Radius of gyration (rx) | 76.46 cm | 30.102 in |
| Radius of gyration (ry) | 7.12 cm | 2.803 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1460261