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 1676x406.4x11.1x15.9 steel profile weighs 244.8 kg/m (164.48 lb/ft), has a depth of 1676 mm (65.98 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 31,174.14 mm². Moment of inertia Ix = 1,301,590.871 cm⁴, Iy = 17,805.914 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) | 15.9 mm | 0.63 in |
| Weight | 244.8 kg/m | 164.48 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 31,174.14 mm² | 48.320 in² |
| Moment of inertia (Ix) | 1,301,590.87 cm⁴ | 31270.72 in⁴ |
| Moment of inertia (Iy) | 17,805.91 cm⁴ | 427.79 in⁴ |
| Elastic section modulus (Sx) | 15,532.11 cm³ | 947.832 in³ |
| Elastic section modulus (Sy) | 876.28 cm³ | 53.474 in³ |
| Plastic section modulus (Zx) | 18,229.09 cm³ | 1112.412 in³ |
| Plastic section modulus (Zy) | 1,363.68 cm³ | 83.217 in³ |
| Radius of gyration (rx) | 64.62 cm | 25.439 in |
| Radius of gyration (ry) | 7.56 cm | 2.975 in |
15.0 kN·m
15.0 kN
0.01 mm
L/925576