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 300x250x6x10 steel profile weighs 52.4 kg/m (35.24 lb/ft), has a depth of 300 mm (11.81 in), flange width 250 mm (9.84 in). Cross-sectional area: 6,680 mm². Moment of inertia Ix = 11,614.267 cm⁴, Iy = 2,604.671 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) | 10 mm | 0.39 in |
| Weight | 52.4 kg/m | 35.24 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 6,680 mm² | 10.354 in² |
| Moment of inertia (Ix) | 11,614.27 cm⁴ | 279.03 in⁴ |
| Moment of inertia (Iy) | 2,604.67 cm⁴ | 62.58 in⁴ |
| Elastic section modulus (Sx) | 774.28 cm³ | 47.250 in³ |
| Elastic section modulus (Sy) | 208.37 cm³ | 12.716 in³ |
| Plastic section modulus (Zx) | 842.6 cm³ | 51.419 in³ |
| Plastic section modulus (Zy) | 315.02 cm³ | 19.224 in³ |
| Radius of gyration (rx) | 13.19 cm | 5.191 in |
| Radius of gyration (ry) | 6.24 cm | 2.458 in |
15.0 kN·m
15.0 kN
0.73 mm
L/8259