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 450x450x20x40 steel profile weighs 340.7 kg/m (228.94 lb/ft), has a depth of 450 mm (17.72 in), flange width 450 mm (17.72 in). Cross-sectional area: 43,400 mm². Moment of inertia Ix = 160,212.167 cm⁴, Iy = 60,774.667 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) | 40 mm | 1.57 in |
| Weight | 340.7 kg/m | 228.94 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 43,400 mm² | 67.270 in² |
| Moment of inertia (Ix) | 160,212.17 cm⁴ | 3849.10 in⁴ |
| Moment of inertia (Iy) | 60,774.67 cm⁴ | 1460.11 in⁴ |
| Elastic section modulus (Sx) | 7,120.54 cm³ | 434.524 in³ |
| Elastic section modulus (Sy) | 2,701.1 cm³ | 164.832 in³ |
| Plastic section modulus (Zx) | 8,064.5 cm³ | 492.128 in³ |
| Plastic section modulus (Zy) | 4,087 cm³ | 249.405 in³ |
| Radius of gyration (rx) | 19.21 cm | 7.564 in |
| Radius of gyration (ry) | 11.83 cm | 4.659 in |
15.0 kN·m
15.0 kN
0.05 mm
L/113929