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 650x650x20x40 steel profile weighs 497.7 kg/m (334.45 lb/ft), has a depth of 650 mm (25.59 in), flange width 650 mm (25.59 in). Cross-sectional area: 63,400 mm². Moment of inertia Ix = 515,288.833 cm⁴, Iy = 183,121.333 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 650 mm | 25.59 in |
| Width (b) | 650 mm | 25.59 in |
| Web thickness (tw) | 20 mm | 0.79 in |
| Flange thickness (tf) | 40 mm | 1.57 in |
| Weight | 497.7 kg/m | 334.45 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 63,400 mm² | 98.270 in² |
| Moment of inertia (Ix) | 515,288.83 cm⁴ | 12379.81 in⁴ |
| Moment of inertia (Iy) | 183,121.33 cm⁴ | 4399.49 in⁴ |
| Elastic section modulus (Sx) | 15,855.04 cm³ | 967.538 in³ |
| Elastic section modulus (Sy) | 5,634.5 cm³ | 343.840 in³ |
| Plastic section modulus (Zx) | 17,484.5 cm³ | 1066.974 in³ |
| Plastic section modulus (Zy) | 8,507 cm³ | 519.131 in³ |
| Radius of gyration (rx) | 28.51 cm | 11.224 in |
| Radius of gyration (ry) | 17 cm | 6.691 in |
15.0 kN·m
15.0 kN
0.02 mm
L/366428