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 1778x508x12.7x28.6 steel profile weighs 399.7 kg/m (268.57 lb/ft), has a depth of 1778 mm (70.00 in), flange width 508 mm (20.00 in). Cross-sectional area: 50,911.76 mm². Moment of inertia Ix = 2,762,674.5 cm⁴, Iy = 62,518.711 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1778 mm | 70.00 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 | 399.7 kg/m | 268.57 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 50,911.76 mm² | 78.913 in² |
| Moment of inertia (Ix) | 2,762,674.5 cm⁴ | 66373.25 in⁴ |
| Moment of inertia (Iy) | 62,518.71 cm⁴ | 1502.01 in⁴ |
| Elastic section modulus (Sx) | 31,076.2 cm³ | 1896.394 in³ |
| Elastic section modulus (Sy) | 2,461.37 cm³ | 150.202 in³ |
| Plastic section modulus (Zx) | 34,818.34 cm³ | 2124.755 in³ |
| Plastic section modulus (Zy) | 3,759.7 cm³ | 229.432 in³ |
| Radius of gyration (rx) | 73.66 cm | 29.002 in |
| Radius of gyration (ry) | 11.08 cm | 4.363 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1964569