CISC, hot-rolled 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 W 610 x 262,0 steel profile weighs 261.4 kg/m (175.67 lb/ft), has a depth of 641 mm (25.24 in), flange width 327 mm (12.87 in). Cross-sectional area: 33,268.071 mm². Moment of inertia Ix = 235,989.499 cm⁴, Iy = 19,849.014 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 641 mm | 25.24 in |
| Width (b) | 327 mm | 12.87 in |
| Web thickness (tw) | 19 mm | 0.75 in |
| Flange thickness (tf) | 34 mm | 1.34 in |
| Fillet radius (r) | 13 mm | 0.51 in |
| Weight | 261.4 kg/m | 175.67 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 33,268.07 mm² | 51.566 in² |
| Moment of inertia (Ix) | 235,989.5 cm⁴ | 5669.65 in⁴ |
| Moment of inertia (Iy) | 19,849.01 cm⁴ | 476.87 in⁴ |
| Elastic section modulus (Sx) | 7,363.17 cm³ | 449.330 in³ |
| Elastic section modulus (Sy) | 1,214.01 cm³ | 74.084 in³ |
| Plastic section modulus (Zx) | 8,349.33 cm³ | 509.510 in³ |
| Plastic section modulus (Zy) | 1,871.31 cm³ | 114.195 in³ |
| Radius of gyration (rx) | 26.63 cm | 10.486 in |
| Radius of gyration (ry) | 7.72 cm | 3.041 in |
15.0 kN·m
15.0 kN
0.04 mm
L/167815