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 762x406.4x9.5x12.7 steel profile weighs 136.0 kg/m (91.37 lb/ft), has a depth of 762 mm (30.00 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 17,320.26 mm². Moment of inertia Ix = 176,544.109 cm⁴, Iy = 14,212.629 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 762 mm | 30.00 in |
| Width (b) | 406.4 mm | 16.00 in |
| Web thickness (tw) | 9.5 mm | 0.37 in |
| Flange thickness (tf) | 12.7 mm | 0.50 in |
| Weight | 136.0 kg/m | 91.37 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 17,320.26 mm² | 26.846 in² |
| Moment of inertia (Ix) | 176,544.11 cm⁴ | 4241.47 in⁴ |
| Moment of inertia (Iy) | 14,212.63 cm⁴ | 341.46 in⁴ |
| Elastic section modulus (Sx) | 4,633.7 cm³ | 282.767 in³ |
| Elastic section modulus (Sy) | 699.44 cm³ | 42.683 in³ |
| Plastic section modulus (Zx) | 5,155.97 cm³ | 314.638 in³ |
| Plastic section modulus (Zy) | 1,065.39 cm³ | 65.014 in³ |
| Radius of gyration (rx) | 31.93 cm | 12.569 in |
| Radius of gyration (ry) | 9.06 cm | 3.566 in |
15.0 kN·m
15.0 kN
0.05 mm
L/125542