CISC, 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 450x450x20x50 steel profile weighs 408.2 kg/m (274.31 lb/ft), has a depth of 450 mm (17.72 in), flange width 450 mm (17.72 in). Cross-sectional area: 52,000 mm². Moment of inertia Ix = 188,083.333 cm⁴, Iy = 75,960.833 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 450 mm | 17.72 in |
| Width (b) | 450 mm | 17.72 in |
| Web thickness (tw) | 20 mm | 0.79 in |
| Flange thickness (tf) | 50 mm | 1.97 in |
| Weight | 408.2 kg/m | 274.31 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 52,000 mm² | 80.600 in² |
| Moment of inertia (Ix) | 188,083.33 cm⁴ | 4518.70 in⁴ |
| Moment of inertia (Iy) | 75,960.83 cm⁴ | 1824.96 in⁴ |
| Elastic section modulus (Sx) | 8,359.26 cm³ | 510.115 in³ |
| Elastic section modulus (Sy) | 3,376.04 cm³ | 206.019 in³ |
| Plastic section modulus (Zx) | 9,612.5 cm³ | 586.593 in³ |
| Plastic section modulus (Zy) | 5,097.5 cm³ | 311.070 in³ |
| Radius of gyration (rx) | 19.02 cm | 7.488 in |
| Radius of gyration (ry) | 12.09 cm | 4.758 in |
15.0 kN·m
15.0 kN
0.04 mm
L/133748