IMCA, 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 475x150x7.9x12.7 steel profile weighs 57.9 kg/m (38.88 lb/ft), has a depth of 475 mm (18.70 in), flange width 150 mm (5.91 in). Cross-sectional area: 7,361.84 mm². Moment of inertia Ix = 26,345.153 cm⁴, Iy = 716.222 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 475 mm | 18.70 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 7.9 mm | 0.31 in |
| Flange thickness (tf) | 12.7 mm | 0.50 in |
| Weight | 57.9 kg/m | 38.88 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 7,361.84 mm² | 11.411 in² |
| Moment of inertia (Ix) | 26,345.15 cm⁴ | 632.94 in⁴ |
| Moment of inertia (Iy) | 716.22 cm⁴ | 17.21 in⁴ |
| Elastic section modulus (Sx) | 1,109.27 cm³ | 67.692 in³ |
| Elastic section modulus (Sy) | 95.5 cm³ | 5.828 in³ |
| Plastic section modulus (Zx) | 1,279.91 cm³ | 78.105 in³ |
| Plastic section modulus (Zy) | 149.89 cm³ | 9.147 in³ |
| Radius of gyration (rx) | 18.92 cm | 7.448 in |
| Radius of gyration (ry) | 3.12 cm | 1.228 in |
15.0 kN·m
15.0 kN
0.32 mm
L/18734