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 350x250x6x18 steel profile weighs 85.4 kg/m (57.40 lb/ft), has a depth of 350 mm (13.78 in), flange width 250 mm (9.84 in). Cross-sectional area: 10,884 mm². Moment of inertia Ix = 26,372.657 cm⁴, Iy = 4,688.065 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) | 18 mm | 0.71 in |
| Weight | 85.4 kg/m | 57.40 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 10,884 mm² | 16.870 in² |
| Moment of inertia (Ix) | 26,372.66 cm⁴ | 633.60 in⁴ |
| Moment of inertia (Iy) | 4,688.07 cm⁴ | 112.63 in⁴ |
| Elastic section modulus (Sx) | 1,507.01 cm³ | 91.964 in³ |
| Elastic section modulus (Sy) | 375.05 cm³ | 22.887 in³ |
| Plastic section modulus (Zx) | 1,641.89 cm³ | 100.195 in³ |
| Plastic section modulus (Zy) | 565.33 cm³ | 34.498 in³ |
| Radius of gyration (rx) | 15.57 cm | 6.128 in |
| Radius of gyration (ry) | 6.56 cm | 2.584 in |
15.0 kN·m
15.0 kN
0.32 mm
L/18754