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 450x450x20x30 steel profile weighs 273.2 kg/m (183.58 lb/ft), has a depth of 450 mm (17.72 in), flange width 450 mm (17.72 in). Cross-sectional area: 34,800 mm². Moment of inertia Ix = 129,159 cm⁴, Iy = 45,588.5 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) | 30 mm | 1.18 in |
| Weight | 273.2 kg/m | 183.58 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 34,800 mm² | 53.940 in² |
| Moment of inertia (Ix) | 129,159 cm⁴ | 3103.04 in⁴ |
| Moment of inertia (Iy) | 45,588.5 cm⁴ | 1095.26 in⁴ |
| Elastic section modulus (Sx) | 5,740.4 cm³ | 350.302 in³ |
| Elastic section modulus (Sy) | 2,026.16 cm³ | 123.644 in³ |
| Plastic section modulus (Zx) | 6,430.5 cm³ | 392.415 in³ |
| Plastic section modulus (Zy) | 3,076.5 cm³ | 187.740 in³ |
| Radius of gyration (rx) | 19.27 cm | 7.585 in |
| Radius of gyration (ry) | 11.45 cm | 4.506 in |
15.0 kN·m
15.0 kN
0.07 mm
L/91846