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 533.4x304.8x7.9x12.7 steel profile weighs 92.3 kg/m (62.01 lb/ft), has a depth of 533.4 mm (21.00 in), flange width 304.8 mm (12.00 in). Cross-sectional area: 11,755.12 mm². Moment of inertia Ix = 61,117.303 cm⁴, Iy = 5,995.82 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 533.4 mm | 21.00 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 | 92.3 kg/m | 62.01 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 11,755.12 mm² | 18.220 in² |
| Moment of inertia (Ix) | 61,117.3 cm⁴ | 1468.34 in⁴ |
| Moment of inertia (Iy) | 5,995.82 cm⁴ | 144.05 in⁴ |
| Elastic section modulus (Sx) | 2,291.61 cm³ | 139.843 in³ |
| Elastic section modulus (Sy) | 393.43 cm³ | 24.008 in³ |
| Plastic section modulus (Zx) | 2,525.29 cm³ | 154.103 in³ |
| Plastic section modulus (Zy) | 597.86 cm³ | 36.484 in³ |
| Radius of gyration (rx) | 22.8 cm | 8.977 in |
| Radius of gyration (ry) | 7.14 cm | 2.812 in |
15.0 kN·m
15.0 kN
0.14 mm
L/43461