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 609.6x304.8x7.9x15.9 steel profile weighs 111.9 kg/m (75.21 lb/ft), has a depth of 609.6 mm (24.00 in), flange width 304.8 mm (12.00 in). Cross-sectional area: 14,257.26 mm². Moment of inertia Ix = 98,131.15 cm⁴, Iy = 7,506.338 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) | 15.9 mm | 0.63 in |
| Weight | 111.9 kg/m | 75.21 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 14,257.26 mm² | 22.099 in² |
| Moment of inertia (Ix) | 98,131.15 cm⁴ | 2357.60 in⁴ |
| Moment of inertia (Iy) | 7,506.34 cm⁴ | 180.34 in⁴ |
| Elastic section modulus (Sx) | 3,219.53 cm³ | 196.468 in³ |
| Elastic section modulus (Sy) | 492.54 cm³ | 30.057 in³ |
| Plastic section modulus (Zx) | 3,536.62 cm³ | 215.819 in³ |
| Plastic section modulus (Zy) | 747.59 cm³ | 45.621 in³ |
| Radius of gyration (rx) | 26.24 cm | 10.329 in |
| Radius of gyration (ry) | 7.26 cm | 2.857 in |
15.0 kN·m
15.0 kN
0.09 mm
L/69782