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 1372x406.4x11.1x19.1 steel profile weighs 238.1 kg/m (159.97 lb/ft), has a depth of 1372 mm (54.02 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 30,329.66 mm². Moment of inertia Ix = 929,913.059 cm⁴, Iy = 21,382.185 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) | 19.1 mm | 0.75 in |
| Weight | 238.1 kg/m | 159.97 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 30,329.66 mm² | 47.011 in² |
| Moment of inertia (Ix) | 929,913.06 cm⁴ | 22341.16 in⁴ |
| Moment of inertia (Iy) | 21,382.18 cm⁴ | 513.71 in⁴ |
| Elastic section modulus (Sx) | 13,555.58 cm³ | 827.216 in³ |
| Elastic section modulus (Sy) | 1,052.27 cm³ | 64.214 in³ |
| Plastic section modulus (Zx) | 15,438.32 cm³ | 942.108 in³ |
| Plastic section modulus (Zy) | 1,618.37 cm³ | 98.760 in³ |
| Radius of gyration (rx) | 55.37 cm | 21.800 in |
| Radius of gyration (ry) | 8.4 cm | 3.306 in |
15.0 kN·m
15.0 kN
0.01 mm
L/661272