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 1168x406.4x11.1x25.4 steel profile weighs 259.4 kg/m (174.34 lb/ft), has a depth of 1168 mm (45.98 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 33,046.04 mm². Moment of inertia Ix = 802,917.645 cm⁴, Iy = 28,427.465 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1168 mm | 45.98 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 | 259.4 kg/m | 174.34 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 33,046.04 mm² | 51.221 in² |
| Moment of inertia (Ix) | 802,917.65 cm⁴ | 19290.10 in⁴ |
| Moment of inertia (Iy) | 28,427.46 cm⁴ | 682.97 in⁴ |
| Elastic section modulus (Sx) | 13,748.59 cm³ | 838.994 in³ |
| Elastic section modulus (Sy) | 1,398.99 cm³ | 85.372 in³ |
| Plastic section modulus (Zx) | 15,258.13 cm³ | 931.112 in³ |
| Plastic section modulus (Zy) | 2,131.96 cm³ | 130.101 in³ |
| Radius of gyration (rx) | 49.29 cm | 19.406 in |
| Radius of gyration (ry) | 9.27 cm | 3.652 in |
15.0 kN·m
15.0 kN
0.01 mm
L/570964