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 1168x508x12.7x28.6 steel profile weighs 338.9 kg/m (227.73 lb/ft), has a depth of 1168 mm (45.98 in), flange width 508 mm (20.00 in). Cross-sectional area: 43,164.76 mm². Moment of inertia Ix = 1,088,340.108 cm⁴, Iy = 62,508.299 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1168 mm | 45.98 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 | 338.9 kg/m | 227.73 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 43,164.76 mm² | 66.905 in² |
| Moment of inertia (Ix) | 1,088,340.11 cm⁴ | 26147.37 in⁴ |
| Moment of inertia (Iy) | 62,508.3 cm⁴ | 1501.76 in⁴ |
| Elastic section modulus (Sx) | 18,635.96 cm³ | 1137.241 in³ |
| Elastic section modulus (Sy) | 2,460.96 cm³ | 150.177 in³ |
| Plastic section modulus (Zx) | 20,471.67 cm³ | 1249.263 in³ |
| Plastic section modulus (Zy) | 3,735.11 cm³ | 227.931 in³ |
| Radius of gyration (rx) | 50.21 cm | 19.769 in |
| Radius of gyration (ry) | 12.03 cm | 4.738 in |
15.0 kN·m
15.0 kN
0.01 mm
L/773931