Cintac, 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 500x350x8x28 steel profile weighs 181.7 kg/m (122.12 lb/ft), has a depth of 500 mm (19.69 in), flange width 350 mm (13.78 in). Cross-sectional area: 23,152 mm². Moment of inertia Ix = 115,127.439 cm⁴, Iy = 20,010.228 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 350 mm | 13.78 in |
| Web thickness (tw) | 8 mm | 0.31 in |
| Flange thickness (tf) | 28 mm | 1.10 in |
| Weight | 181.7 kg/m | 122.12 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 23,152 mm² | 35.886 in² |
| Moment of inertia (Ix) | 115,127.44 cm⁴ | 2765.94 in⁴ |
| Moment of inertia (Iy) | 20,010.23 cm⁴ | 480.75 in⁴ |
| Elastic section modulus (Sx) | 4,605.1 cm³ | 281.021 in³ |
| Elastic section modulus (Sy) | 1,143.44 cm³ | 69.777 in³ |
| Plastic section modulus (Zx) | 5,019.87 cm³ | 306.333 in³ |
| Plastic section modulus (Zy) | 1,722.1 cm³ | 105.090 in³ |
| Radius of gyration (rx) | 22.3 cm | 8.779 in |
| Radius of gyration (ry) | 9.3 cm | 3.660 in |
15.0 kN·m
15.0 kN
0.07 mm
L/81868