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 2032x406.4x11.1x41.3 steel profile weighs 433.4 kg/m (291.22 lb/ft), has a depth of 2032 mm (80.00 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 55,206.98 mm². Moment of inertia Ix = 4,011,437.912 cm⁴, Iy = 46,224.124 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) | 41.3 mm | 1.63 in |
| Weight | 433.4 kg/m | 291.22 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 55,206.98 mm² | 85.571 in² |
| Moment of inertia (Ix) | 4,011,437.91 cm⁴ | 96374.80 in⁴ |
| Moment of inertia (Iy) | 46,224.12 cm⁴ | 1110.53 in⁴ |
| Elastic section modulus (Sx) | 39,482.66 cm³ | 2409.390 in³ |
| Elastic section modulus (Sy) | 2,274.81 cm³ | 138.818 in³ |
| Plastic section modulus (Zx) | 43,957.99 cm³ | 2682.492 in³ |
| Plastic section modulus (Zy) | 3,470.62 cm³ | 211.791 in³ |
| Radius of gyration (rx) | 85.24 cm | 33.560 in |
| Radius of gyration (ry) | 9.15 cm | 3.602 in |
15.0 kN·m
15.0 kN
0.00 mm
L/2852578