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 1372x406.4x11.1x25.4 steel profile weighs 277.1 kg/m (186.24 lb/ft), has a depth of 1372 mm (54.02 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 35,310.44 mm². Moment of inertia Ix = 1,149,349.973 cm⁴, Iy = 28,429.79 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1372 mm | 54.02 in |
| Width (b) | 406.4 mm | 16.00 in |
| Web thickness (tw) | 11.1 mm | 0.44 in |
| Flange thickness (tf) | 25.4 mm | 1.00 in |
| Weight | 277.1 kg/m | 186.24 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 35,310.44 mm² | 54.731 in² |
| Moment of inertia (Ix) | 1,149,349.97 cm⁴ | 27613.13 in⁴ |
| Moment of inertia (Iy) | 28,429.79 cm⁴ | 683.03 in⁴ |
| Elastic section modulus (Sx) | 16,754.37 cm³ | 1022.419 in³ |
| Elastic section modulus (Sy) | 1,399.1 cm³ | 85.379 in³ |
| Plastic section modulus (Zx) | 18,744.31 cm³ | 1143.853 in³ |
| Plastic section modulus (Zy) | 2,138.24 cm³ | 130.484 in³ |
| Radius of gyration (rx) | 57.05 cm | 22.462 in |
| Radius of gyration (ry) | 8.97 cm | 3.533 in |
15.0 kN·m
15.0 kN
0.01 mm
L/817316