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 300x250x6x8 steel profile weighs 44.8 kg/m (30.07 lb/ft), has a depth of 300 mm (11.81 in), flange width 250 mm (9.84 in). Cross-sectional area: 5,704 mm². Moment of inertia Ix = 9,673.849 cm⁴, Iy = 2,083.845 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 300 mm | 11.81 in |
| Width (b) | 250 mm | 9.84 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 8 mm | 0.31 in |
| Weight | 44.8 kg/m | 30.07 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 5,704 mm² | 8.841 in² |
| Moment of inertia (Ix) | 9,673.85 cm⁴ | 232.41 in⁴ |
| Moment of inertia (Iy) | 2,083.84 cm⁴ | 50.06 in⁴ |
| Elastic section modulus (Sx) | 644.92 cm³ | 39.356 in³ |
| Elastic section modulus (Sy) | 166.71 cm³ | 10.173 in³ |
| Plastic section modulus (Zx) | 704.98 cm³ | 43.021 in³ |
| Plastic section modulus (Zy) | 252.56 cm³ | 15.412 in³ |
| Radius of gyration (rx) | 13.02 cm | 5.127 in |
| Radius of gyration (ry) | 6.04 cm | 2.380 in |
15.0 kN·m
15.0 kN
0.87 mm
L/6879