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 1168x508x12.7x22.2 steel profile weighs 289.1 kg/m (194.29 lb/ft), has a depth of 1168 mm (45.98 in), flange width 508 mm (20.00 in). Cross-sectional area: 36,824.92 mm². Moment of inertia Ix = 890,513.406 cm⁴, Iy = 48,524.889 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) | 22.2 mm | 0.87 in |
| Weight | 289.1 kg/m | 194.29 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 36,824.92 mm² | 57.079 in² |
| Moment of inertia (Ix) | 890,513.41 cm⁴ | 21394.58 in⁴ |
| Moment of inertia (Iy) | 48,524.89 cm⁴ | 1165.81 in⁴ |
| Elastic section modulus (Sx) | 15,248.52 cm³ | 930.526 in³ |
| Elastic section modulus (Sy) | 1,910.43 cm³ | 116.582 in³ |
| Plastic section modulus (Zx) | 16,930.24 cm³ | 1033.151 in³ |
| Plastic section modulus (Zy) | 2,909.82 cm³ | 177.569 in³ |
| Radius of gyration (rx) | 49.18 cm | 19.360 in |
| Radius of gyration (ry) | 11.48 cm | 4.519 in |
15.0 kN·m
15.0 kN
0.01 mm
L/633254