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 609.6x304.8x7.9x9.5 steel profile weighs 82.1 kg/m (55.16 lb/ft), has a depth of 609.6 mm (24.00 in), flange width 304.8 mm (12.00 in). Cross-sectional area: 10,456.94 mm². Moment of inertia Ix = 65,704.606 cm⁴, Iy = 4,485.927 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 609.6 mm | 24.00 in |
| Width (b) | 304.8 mm | 12.00 in |
| Web thickness (tw) | 7.9 mm | 0.31 in |
| Flange thickness (tf) | 9.5 mm | 0.37 in |
| Weight | 82.1 kg/m | 55.16 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 10,456.94 mm² | 16.208 in² |
| Moment of inertia (Ix) | 65,704.61 cm⁴ | 1578.55 in⁴ |
| Moment of inertia (Iy) | 4,485.93 cm⁴ | 107.77 in⁴ |
| Elastic section modulus (Sx) | 2,155.66 cm³ | 131.547 in³ |
| Elastic section modulus (Sy) | 294.35 cm³ | 17.963 in³ |
| Plastic section modulus (Zx) | 2,426.55 cm³ | 148.078 in³ |
| Plastic section modulus (Zy) | 450.5 cm³ | 27.492 in³ |
| Radius of gyration (rx) | 25.07 cm | 9.869 in |
| Radius of gyration (ry) | 6.55 cm | 2.579 in |
15.0 kN·m
15.0 kN
0.13 mm
L/46723