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 533.4x304.8x7.9x15.9 steel profile weighs 107.2 kg/m (72.03 lb/ft), has a depth of 533.4 mm (21.00 in), flange width 304.8 mm (12.00 in). Cross-sectional area: 13,655.28 mm². Moment of inertia Ix = 73,222.579 cm⁴, Iy = 7,506.025 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) | 15.9 mm | 0.63 in |
| Weight | 107.2 kg/m | 72.03 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 13,655.28 mm² | 21.166 in² |
| Moment of inertia (Ix) | 73,222.58 cm⁴ | 1759.17 in⁴ |
| Moment of inertia (Iy) | 7,506.03 cm⁴ | 180.33 in⁴ |
| Elastic section modulus (Sx) | 2,745.5 cm³ | 167.542 in³ |
| Elastic section modulus (Sy) | 492.52 cm³ | 30.056 in³ |
| Plastic section modulus (Zx) | 3,004.89 cm³ | 183.370 in³ |
| Plastic section modulus (Zy) | 746.41 cm³ | 45.549 in³ |
| Radius of gyration (rx) | 23.16 cm | 9.117 in |
| Radius of gyration (ry) | 7.41 cm | 2.919 in |
15.0 kN·m
15.0 kN
0.12 mm
L/52069