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 1473x508x12.7x22.2 steel profile weighs 319.5 kg/m (214.70 lb/ft), has a depth of 1473 mm (57.99 in), flange width 508 mm (20.00 in). Cross-sectional area: 40,698.42 mm². Moment of inertia Ix = 1,495,529.402 cm⁴, Iy = 48,530.095 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1473 mm | 57.99 in |
| Width (b) | 508 mm | 20.00 in |
| Web thickness (tw) | 12.7 mm | 0.50 in |
| Flange thickness (tf) | 22.2 mm | 0.87 in |
| Weight | 319.5 kg/m | 214.70 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 40,698.42 mm² | 63.083 in² |
| Moment of inertia (Ix) | 1,495,529.4 cm⁴ | 35930.09 in⁴ |
| Moment of inertia (Iy) | 48,530.1 cm⁴ | 1165.94 in⁴ |
| Elastic section modulus (Sx) | 20,305.9 cm³ | 1239.147 in³ |
| Elastic section modulus (Sy) | 1,910.63 cm³ | 116.595 in³ |
| Plastic section modulus (Zx) | 22,841.39 cm³ | 1393.873 in³ |
| Plastic section modulus (Zy) | 2,922.12 cm³ | 178.319 in³ |
| Radius of gyration (rx) | 60.62 cm | 23.866 in |
| Radius of gyration (ry) | 10.92 cm | 4.299 in |
15.0 kN·m
15.0 kN
0.01 mm
L/1063488