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 1778x406.4x11.1x25.4 steel profile weighs 312.6 kg/m (210.04 lb/ft), has a depth of 1778 mm (70.00 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 39,817.04 mm². Moment of inertia Ix = 2,062,070.35 cm⁴, Iy = 28,434.417 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1778 mm | 70.00 in |
| Width (b) | 406.4 mm | 16.00 in |
| Web thickness (tw) | 11.1 mm | 0.44 in |
| Flange thickness (tf) | 25.4 mm | 1.00 in |
| Weight | 312.6 kg/m | 210.04 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 39,817.04 mm² | 61.716 in² |
| Moment of inertia (Ix) | 2,062,070.35 cm⁴ | 49541.24 in⁴ |
| Moment of inertia (Iy) | 28,434.42 cm⁴ | 683.14 in⁴ |
| Elastic section modulus (Sx) | 23,195.39 cm³ | 1415.476 in³ |
| Elastic section modulus (Sy) | 1,399.33 cm³ | 85.393 in³ |
| Plastic section modulus (Zx) | 26,369.75 cm³ | 1609.188 in³ |
| Plastic section modulus (Zy) | 2,150.75 cm³ | 131.247 in³ |
| Radius of gyration (rx) | 71.96 cm | 28.332 in |
| Radius of gyration (ry) | 8.45 cm | 3.327 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1466361