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 1676x406.4x11.1x22.2 steel profile weighs 283.9 kg/m (190.75 lb/ft), has a depth of 1676 mm (65.98 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 36,154.92 mm². Moment of inertia Ix = 1,635,643.025 cm⁴, Iy = 24,853.518 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1676 mm | 65.98 in |
| Width (b) | 406.4 mm | 16.00 in |
| Web thickness (tw) | 11.1 mm | 0.44 in |
| Flange thickness (tf) | 22.2 mm | 0.87 in |
| Weight | 283.9 kg/m | 190.75 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 36,154.92 mm² | 56.040 in² |
| Moment of inertia (Ix) | 1,635,643.02 cm⁴ | 39296.32 in⁴ |
| Moment of inertia (Iy) | 24,853.52 cm⁴ | 597.11 in⁴ |
| Elastic section modulus (Sx) | 19,518.41 cm³ | 1191.092 in³ |
| Elastic section modulus (Sy) | 1,223.11 cm³ | 74.639 in³ |
| Plastic section modulus (Zx) | 22,308.09 cm³ | 1361.329 in³ |
| Plastic section modulus (Zy) | 1,883.54 cm³ | 114.941 in³ |
| Radius of gyration (rx) | 67.26 cm | 26.480 in |
| Radius of gyration (ry) | 8.29 cm | 3.264 in |
15.0 kN·m
15.0 kN
0.01 mm
L/1163124