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 1372x508x12.7x34.9 steel profile weighs 408.1 kg/m (274.26 lb/ft), has a depth of 1372 mm (54.02 in), flange width 508 mm (20.00 in). Cross-sectional area: 51,996.34 mm². Moment of inertia Ix = 1,818,903.667 cm⁴, Iy = 76,276.7 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1372 mm | 54.02 in |
| Width (b) | 508 mm | 20.00 in |
| Web thickness (tw) | 12.7 mm | 0.50 in |
| Flange thickness (tf) | 34.9 mm | 1.37 in |
| Weight | 408.1 kg/m | 274.26 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 51,996.34 mm² | 80.594 in² |
| Moment of inertia (Ix) | 1,818,903.67 cm⁴ | 43699.16 in⁴ |
| Moment of inertia (Iy) | 76,276.7 cm⁴ | 1832.55 in⁴ |
| Elastic section modulus (Sx) | 26,514.63 cm³ | 1618.029 in³ |
| Elastic section modulus (Sy) | 3,003.02 cm³ | 183.256 in³ |
| Plastic section modulus (Zx) | 29,089.64 cm³ | 1775.166 in³ |
| Plastic section modulus (Zy) | 4,555.72 cm³ | 278.009 in³ |
| Radius of gyration (rx) | 59.15 cm | 23.285 in |
| Radius of gyration (ry) | 12.11 cm | 4.768 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1293443