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 500x350x8x25 steel profile weighs 165.6 kg/m (111.31 lb/ft), has a depth of 500 mm (19.69 in), flange width 350 mm (13.78 in). Cross-sectional area: 21,100 mm². Moment of inertia Ix = 104,877.083 cm⁴, Iy = 17,866.503 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) | 25 mm | 0.98 in |
| Weight | 165.6 kg/m | 111.31 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 21,100 mm² | 32.705 in² |
| Moment of inertia (Ix) | 104,877.08 cm⁴ | 2519.67 in⁴ |
| Moment of inertia (Iy) | 17,866.5 cm⁴ | 429.24 in⁴ |
| Elastic section modulus (Sx) | 4,195.08 cm³ | 256.001 in³ |
| Elastic section modulus (Sy) | 1,020.94 cm³ | 62.302 in³ |
| Plastic section modulus (Zx) | 4,561.25 cm³ | 278.346 in³ |
| Plastic section modulus (Zy) | 1,538.45 cm³ | 93.882 in³ |
| Radius of gyration (rx) | 22.29 cm | 8.777 in |
| Radius of gyration (ry) | 9.2 cm | 3.623 in |
15.0 kN·m
15.0 kN
0.08 mm
L/74579