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 500x500x11x20 steel profile weighs 196.7 kg/m (132.20 lb/ft), has a depth of 500 mm (19.69 in), flange width 500 mm (19.69 in). Cross-sectional area: 25,060 mm². Moment of inertia Ix = 124,189.133 cm⁴, Iy = 41,671.769 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 11 mm | 0.43 in |
| Flange thickness (tf) | 20 mm | 0.79 in |
| Weight | 196.7 kg/m | 132.20 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 25,060 mm² | 38.843 in² |
| Moment of inertia (Ix) | 124,189.13 cm⁴ | 2983.64 in⁴ |
| Moment of inertia (Iy) | 41,671.77 cm⁴ | 1001.16 in⁴ |
| Elastic section modulus (Sx) | 4,967.57 cm³ | 303.141 in³ |
| Elastic section modulus (Sy) | 1,666.87 cm³ | 101.719 in³ |
| Plastic section modulus (Zx) | 5,381.9 cm³ | 328.425 in³ |
| Plastic section modulus (Zy) | 2,513.92 cm³ | 153.409 in³ |
| Radius of gyration (rx) | 22.26 cm | 8.764 in |
| Radius of gyration (ry) | 12.9 cm | 5.077 in |
15.0 kN·m
15.0 kN
0.07 mm
L/88312