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 650x650x60x60 steel profile weighs 861.9 kg/m (579.22 lb/ft), has a depth of 650 mm (25.59 in), flange width 650 mm (25.59 in). Cross-sectional area: 109,800 mm². Moment of inertia Ix = 755,573.5 cm⁴, Iy = 275,579 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 650 mm | 25.59 in |
| Width (b) | 650 mm | 25.59 in |
| Web thickness (tw) | 60 mm | 2.36 in |
| Flange thickness (tf) | 60 mm | 2.36 in |
| Weight | 861.9 kg/m | 579.22 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 109,800 mm² | 170.190 in² |
| Moment of inertia (Ix) | 755,573.5 cm⁴ | 18152.65 in⁴ |
| Moment of inertia (Iy) | 275,579 cm⁴ | 6620.79 in⁴ |
| Elastic section modulus (Sx) | 23,248.42 cm³ | 1418.711 in³ |
| Elastic section modulus (Sy) | 8,479.35 cm³ | 517.444 in³ |
| Plastic section modulus (Zx) | 27,223.5 cm³ | 1661.287 in³ |
| Plastic section modulus (Zy) | 13,152 cm³ | 802.588 in³ |
| Radius of gyration (rx) | 26.23 cm | 10.328 in |
| Radius of gyration (ry) | 15.84 cm | 6.237 in |
15.0 kN·m
15.0 kN
0.01 mm
L/537297