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 900x500x11x35 steel profile weighs 346.4 kg/m (232.79 lb/ft), has a depth of 900 mm (35.43 in), flange width 500 mm (19.69 in). Cross-sectional area: 44,130 mm². Moment of inertia Ix = 707,467.975 cm⁴, Iy = 72,925.873 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 900 mm | 35.43 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 11 mm | 0.43 in |
| Flange thickness (tf) | 35 mm | 1.38 in |
| Weight | 346.4 kg/m | 232.79 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 44,130 mm² | 68.401 in² |
| Moment of inertia (Ix) | 707,467.98 cm⁴ | 16996.92 in⁴ |
| Moment of inertia (Iy) | 72,925.87 cm⁴ | 1752.04 in⁴ |
| Elastic section modulus (Sx) | 15,721.51 cm³ | 959.389 in³ |
| Elastic section modulus (Sy) | 2,917.03 cm³ | 178.009 in³ |
| Plastic section modulus (Zx) | 17,031.98 cm³ | 1039.359 in³ |
| Plastic section modulus (Zy) | 4,400.11 cm³ | 268.512 in³ |
| Radius of gyration (rx) | 40.04 cm | 15.763 in |
| Radius of gyration (ry) | 12.86 cm | 5.061 in |
15.0 kN·m
15.0 kN
0.01 mm
L/503088