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 762x406.4x9.5x15.9 steel profile weighs 155.9 kg/m (104.76 lb/ft), has a depth of 762 mm (30.00 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 19,860.42 mm². Moment of inertia Ix = 210,701.575 cm⁴, Iy = 17,792.392 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) | 15.9 mm | 0.63 in |
| Weight | 155.9 kg/m | 104.76 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 19,860.42 mm² | 30.784 in² |
| Moment of inertia (Ix) | 210,701.57 cm⁴ | 5062.11 in⁴ |
| Moment of inertia (Iy) | 17,792.39 cm⁴ | 427.46 in⁴ |
| Elastic section modulus (Sx) | 5,530.23 cm³ | 337.476 in³ |
| Elastic section modulus (Sy) | 875.61 cm³ | 53.433 in³ |
| Plastic section modulus (Zx) | 6,087.45 cm³ | 371.481 in³ |
| Plastic section modulus (Zy) | 1,329.5 cm³ | 81.132 in³ |
| Radius of gyration (rx) | 32.57 cm | 12.823 in |
| Radius of gyration (ry) | 9.47 cm | 3.726 in |
15.0 kN·m
15.0 kN
0.04 mm
L/149832