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 1676x406.4x11.1x28.6 steel profile weighs 323.6 kg/m (217.44 lb/ft), has a depth of 1676 mm (65.98 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 41,214.76 mm². Moment of inertia Ix = 1,969,755.479 cm⁴, Iy = 32,012.99 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) | 28.6 mm | 1.13 in |
| Weight | 323.6 kg/m | 217.44 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 41,214.76 mm² | 63.883 in² |
| Moment of inertia (Ix) | 1,969,755.48 cm⁴ | 47323.38 in⁴ |
| Moment of inertia (Iy) | 32,012.99 cm⁴ | 769.11 in⁴ |
| Elastic section modulus (Sx) | 23,505.44 cm³ | 1434.396 in³ |
| Elastic section modulus (Sy) | 1,575.44 cm³ | 96.140 in³ |
| Plastic section modulus (Zx) | 26,419.72 cm³ | 1612.237 in³ |
| Plastic section modulus (Zy) | 2,411.66 cm³ | 147.169 in³ |
| Radius of gyration (rx) | 69.13 cm | 27.217 in |
| Radius of gyration (ry) | 8.81 cm | 3.470 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1400715