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 609.6x304.8x7.9x12.7 steel profile weighs 97.0 kg/m (65.18 lb/ft), has a depth of 609.6 mm (24.00 in), flange width 304.8 mm (12.00 in). Cross-sectional area: 12,357.1 mm². Moment of inertia Ix = 82,095.49 cm⁴, Iy = 5,996.133 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) | 12.7 mm | 0.50 in |
| Weight | 97.0 kg/m | 65.18 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 12,357.1 mm² | 19.154 in² |
| Moment of inertia (Ix) | 82,095.49 cm⁴ | 1972.34 in⁴ |
| Moment of inertia (Iy) | 5,996.13 cm⁴ | 144.06 in⁴ |
| Elastic section modulus (Sx) | 2,693.42 cm³ | 164.363 in³ |
| Elastic section modulus (Sy) | 393.45 cm³ | 24.010 in³ |
| Plastic section modulus (Zx) | 2,984.62 cm³ | 182.134 in³ |
| Plastic section modulus (Zy) | 599.05 cm³ | 36.556 in³ |
| Radius of gyration (rx) | 25.78 cm | 10.148 in |
| Radius of gyration (ry) | 6.97 cm | 2.742 in |
15.0 kN·m
15.0 kN
0.10 mm
L/58379