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 1372x508x12.7x28.6 steel profile weighs 359.1 kg/m (241.34 lb/ft), has a depth of 1372 mm (54.02 in), flange width 508 mm (20.00 in). Cross-sectional area: 45,755.56 mm². Moment of inertia Ix = 1,551,769.344 cm⁴, Iy = 62,511.781 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) | 28.6 mm | 1.13 in |
| Weight | 359.1 kg/m | 241.34 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 45,755.56 mm² | 70.921 in² |
| Moment of inertia (Ix) | 1,551,769.34 cm⁴ | 37281.26 in⁴ |
| Moment of inertia (Iy) | 62,511.78 cm⁴ | 1501.85 in⁴ |
| Elastic section modulus (Sx) | 22,620.54 cm³ | 1380.396 in³ |
| Elastic section modulus (Sy) | 2,461.09 cm³ | 150.186 in³ |
| Plastic section modulus (Zx) | 25,006.61 cm³ | 1526.003 in³ |
| Plastic section modulus (Zy) | 3,743.33 cm³ | 228.433 in³ |
| Radius of gyration (rx) | 58.24 cm | 22.928 in |
| Radius of gyration (ry) | 11.69 cm | 4.602 in |
15.0 kN·m
15.0 kN
0.01 mm
L/1103480