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 2032x508x12.7x38.1 steel profile weighs 498.9 kg/m (335.23 lb/ft), has a depth of 2032 mm (80.00 in), flange width 508 mm (20.00 in). Cross-sectional area: 63,548.26 mm². Moment of inertia Ix = 4,639,615.503 cm⁴, Iy = 83,279.67 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) | 38.1 mm | 1.50 in |
| Weight | 498.9 kg/m | 335.23 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 63,548.26 mm² | 98.500 in² |
| Moment of inertia (Ix) | 4,639,615.5 cm⁴ | 111466.76 in⁴ |
| Moment of inertia (Iy) | 83,279.67 cm⁴ | 2000.79 in⁴ |
| Elastic section modulus (Sx) | 45,665.51 cm³ | 2786.692 in³ |
| Elastic section modulus (Sy) | 3,278.73 cm³ | 200.081 in³ |
| Plastic section modulus (Zx) | 50,736.4 cm³ | 3096.138 in³ |
| Plastic section modulus (Zy) | 4,994.98 cm³ | 304.814 in³ |
| Radius of gyration (rx) | 85.45 cm | 33.640 in |
| Radius of gyration (ry) | 11.45 cm | 4.507 in |
15.0 kN·m
15.0 kN
0.00 mm
L/3299282