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 1676x508x12.7x28.6 steel profile weighs 389.5 kg/m (261.76 lb/ft), has a depth of 1676 mm (65.98 in), flange width 508 mm (20.00 in). Cross-sectional area: 49,616.36 mm². Moment of inertia Ix = 2,420,657.246 cm⁴, Iy = 62,516.97 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1676 mm | 65.98 in |
| Width (b) | 508 mm | 20.00 in |
| Web thickness (tw) | 12.7 mm | 0.50 in |
| Flange thickness (tf) | 28.6 mm | 1.13 in |
| Weight | 389.5 kg/m | 261.76 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 49,616.36 mm² | 76.905 in² |
| Moment of inertia (Ix) | 2,420,657.25 cm⁴ | 58156.29 in⁴ |
| Moment of inertia (Iy) | 62,516.97 cm⁴ | 1501.97 in⁴ |
| Elastic section modulus (Sx) | 28,886.12 cm³ | 1762.747 in³ |
| Elastic section modulus (Sy) | 2,461.3 cm³ | 150.198 in³ |
| Plastic section modulus (Zx) | 32,254.88 cm³ | 1968.322 in³ |
| Plastic section modulus (Zy) | 3,755.59 cm³ | 229.181 in³ |
| Radius of gyration (rx) | 69.85 cm | 27.499 in |
| Radius of gyration (ry) | 11.23 cm | 4.419 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1721356