Acindar, hot-rolled 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 W 390 x 124,8 steel profile weighs 124.8 kg/m (83.88 lb/ft), has a depth of 390 mm (15.35 in), flange width 300 mm (11.81 in). Cross-sectional area: 15,897.779 mm². Moment of inertia Ix = 45,069.396 cm⁴, Iy = 8,563.829 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 390 mm | 15.35 in |
| Width (b) | 300 mm | 11.81 in |
| Web thickness (tw) | 11 mm | 0.43 in |
| Flange thickness (tf) | 19 mm | 0.75 in |
| Fillet radius (r) | 27 mm | 1.06 in |
| Weight | 124.8 kg/m | 83.88 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 15,897.78 mm² | 24.642 in² |
| Moment of inertia (Ix) | 45,069.4 cm⁴ | 1082.79 in⁴ |
| Moment of inertia (Iy) | 8,563.83 cm⁴ | 205.75 in⁴ |
| Elastic section modulus (Sx) | 2,311.25 cm³ | 141.042 in³ |
| Elastic section modulus (Sy) | 570.92 cm³ | 34.840 in³ |
| Plastic section modulus (Zx) | 2,561.8 cm³ | 156.331 in³ |
| Plastic section modulus (Zy) | 872.86 cm³ | 53.266 in³ |
| Radius of gyration (rx) | 16.84 cm | 6.629 in |
| Radius of gyration (ry) | 7.34 cm | 2.890 in |
15.0 kN·m
15.0 kN
0.19 mm
L/32049