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 1270x508x12.7x22.2 steel profile weighs 299.2 kg/m (201.09 lb/ft), has a depth of 1270 mm (50.00 in), flange width 508 mm (20.00 in). Cross-sectional area: 38,120.32 mm². Moment of inertia Ix = 1,072,892.311 cm⁴, Iy = 48,526.63 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1270 mm | 50.00 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 | 299.2 kg/m | 201.09 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 38,120.32 mm² | 59.086 in² |
| Moment of inertia (Ix) | 1,072,892.31 cm⁴ | 25776.24 in⁴ |
| Moment of inertia (Iy) | 48,526.63 cm⁴ | 1165.85 in⁴ |
| Elastic section modulus (Sx) | 16,895.94 cm³ | 1031.058 in³ |
| Elastic section modulus (Sy) | 1,910.5 cm³ | 116.586 in³ |
| Plastic section modulus (Zx) | 18,841.34 cm³ | 1149.774 in³ |
| Plastic section modulus (Zy) | 2,913.93 cm³ | 177.820 in³ |
| Radius of gyration (rx) | 53.05 cm | 20.886 in |
| Radius of gyration (ry) | 11.28 cm | 4.442 in |
15.0 kN·m
15.0 kN
0.01 mm
L/762946