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 350x250x6x20 steel profile weighs 93.1 kg/m (62.56 lb/ft), has a depth of 350 mm (13.78 in), flange width 250 mm (9.84 in). Cross-sectional area: 11,860 mm². Moment of inertia Ix = 28,747.883 cm⁴, Iy = 5,208.891 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 in |
| Width (b) | 250 mm | 9.84 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 20 mm | 0.79 in |
| Weight | 93.1 kg/m | 62.56 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 11,860 mm² | 18.383 in² |
| Moment of inertia (Ix) | 28,747.88 cm⁴ | 690.67 in⁴ |
| Moment of inertia (Iy) | 5,208.89 cm⁴ | 125.14 in⁴ |
| Elastic section modulus (Sx) | 1,642.74 cm³ | 100.246 in³ |
| Elastic section modulus (Sy) | 416.71 cm³ | 25.429 in³ |
| Plastic section modulus (Zx) | 1,794.15 cm³ | 109.486 in³ |
| Plastic section modulus (Zy) | 627.79 cm³ | 38.310 in³ |
| Radius of gyration (rx) | 15.57 cm | 6.130 in |
| Radius of gyration (ry) | 6.63 cm | 2.609 in |
15.0 kN·m
15.0 kN
0.29 mm
L/20443