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 1000 x 259,0 steel profile weighs 259.1 kg/m (174.08 lb/ft), has a depth of 970 mm (38.19 in), flange width 400 mm (15.75 in). Cross-sectional area: 32,961.267 mm². Moment of inertia Ix = 506,003.676 cm⁴, Iy = 22,561.112 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 970 mm | 38.19 in |
| Width (b) | 400 mm | 15.75 in |
| Web thickness (tw) | 16.5 mm | 0.65 in |
| Flange thickness (tf) | 21.1 mm | 0.83 in |
| Fillet radius (r) | 30 mm | 1.18 in |
| Weight | 259.1 kg/m | 174.08 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 32,961.27 mm² | 51.090 in² |
| Moment of inertia (Ix) | 506,003.68 cm⁴ | 12156.74 in⁴ |
| Moment of inertia (Iy) | 22,561.11 cm⁴ | 542.03 in⁴ |
| Elastic section modulus (Sx) | 10,433.07 cm³ | 636.667 in³ |
| Elastic section modulus (Sy) | 1,128.06 cm³ | 68.838 in³ |
| Plastic section modulus (Zx) | 11,912.79 cm³ | 726.966 in³ |
| Plastic section modulus (Zy) | 1,762.7 cm³ | 107.567 in³ |
| Radius of gyration (rx) | 39.18 cm | 15.426 in |
| Radius of gyration (ry) | 8.27 cm | 3.257 in |
15.0 kN·m
15.0 kN
0.02 mm
L/359825