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 1168x508x12.7x34.9 steel profile weighs 387.9 kg/m (260.66 lb/ft), has a depth of 1168 mm (45.98 in), flange width 508 mm (20.00 in). Cross-sectional area: 49,405.54 mm². Moment of inertia Ix = 1,278,673.52 cm⁴, Iy = 76,273.217 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) | 34.9 mm | 1.37 in |
| Weight | 387.9 kg/m | 260.66 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 49,405.54 mm² | 76.579 in² |
| Moment of inertia (Ix) | 1,278,673.52 cm⁴ | 30720.13 in⁴ |
| Moment of inertia (Iy) | 76,273.22 cm⁴ | 1832.46 in⁴ |
| Elastic section modulus (Sx) | 21,895.09 cm³ | 1336.126 in³ |
| Elastic section modulus (Sy) | 3,002.88 cm³ | 183.248 in³ |
| Plastic section modulus (Zx) | 23,918.14 cm³ | 1459.581 in³ |
| Plastic section modulus (Zy) | 4,547.5 cm³ | 277.507 in³ |
| Radius of gyration (rx) | 50.87 cm | 20.029 in |
| Radius of gyration (ry) | 12.43 cm | 4.892 in |
15.0 kN·m
15.0 kN
0.01 mm
L/909279