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 1270x508x12.7x34.9 steel profile weighs 398.5 kg/m (267.77 lb/ft), has a depth of 1270 mm (50.00 in), flange width 508 mm (20.00 in). Cross-sectional area: 50,700.94 mm². Moment of inertia Ix = 1,535,601.279 cm⁴, Iy = 76,274.958 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) | 34.9 mm | 1.37 in |
| Weight | 398.5 kg/m | 267.77 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 50,700.94 mm² | 78.586 in² |
| Moment of inertia (Ix) | 1,535,601.28 cm⁴ | 36892.82 in⁴ |
| Moment of inertia (Iy) | 76,274.96 cm⁴ | 1832.51 in⁴ |
| Elastic section modulus (Sx) | 24,182.7 cm³ | 1475.725 in³ |
| Elastic section modulus (Sy) | 3,002.95 cm³ | 183.252 in³ |
| Plastic section modulus (Zx) | 26,470.86 cm³ | 1615.358 in³ |
| Plastic section modulus (Zy) | 4,551.61 cm³ | 277.758 in³ |
| Radius of gyration (rx) | 55.03 cm | 21.667 in |
| Radius of gyration (ry) | 12.27 cm | 4.829 in |
15.0 kN·m
15.0 kN
0.01 mm
L/1091983