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 685.8x304.8x7.9x12.7 steel profile weighs 101.7 kg/m (68.36 lb/ft), has a depth of 685.8 mm (27.00 in), flange width 304.8 mm (12.00 in). Cross-sectional area: 12,959.08 mm². Moment of inertia Ix = 106,661.215 cm⁴, Iy = 5,996.446 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 685.8 mm | 27.00 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 | 101.7 kg/m | 68.36 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 12,959.08 mm² | 20.087 in² |
| Moment of inertia (Ix) | 106,661.21 cm⁴ | 2562.54 in⁴ |
| Moment of inertia (Iy) | 5,996.45 cm⁴ | 144.06 in⁴ |
| Elastic section modulus (Sx) | 3,110.56 cm³ | 189.819 in³ |
| Elastic section modulus (Sy) | 393.47 cm³ | 24.011 in³ |
| Plastic section modulus (Zx) | 3,466.9 cm³ | 211.564 in³ |
| Plastic section modulus (Zy) | 600.24 cm³ | 36.629 in³ |
| Radius of gyration (rx) | 28.69 cm | 11.295 in |
| Radius of gyration (ry) | 6.8 cm | 2.678 in |
15.0 kN·m
15.0 kN
0.08 mm
L/75848