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 600x150x5x8 steel profile weighs 41.8 kg/m (28.06 lb/ft), has a depth of 600 mm (23.62 in), flange width 150 mm (5.91 in). Cross-sectional area: 5,320 mm². Moment of inertia Ix = 29,328.149 cm⁴, Iy = 450.608 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 600 mm | 23.62 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 5 mm | 0.20 in |
| Flange thickness (tf) | 8 mm | 0.31 in |
| Weight | 41.8 kg/m | 28.06 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 5,320 mm² | 8.246 in² |
| Moment of inertia (Ix) | 29,328.15 cm⁴ | 704.61 in⁴ |
| Moment of inertia (Iy) | 450.61 cm⁴ | 10.83 in⁴ |
| Elastic section modulus (Sx) | 977.6 cm³ | 59.657 in³ |
| Elastic section modulus (Sy) | 60.08 cm³ | 3.666 in³ |
| Plastic section modulus (Zx) | 1,136.72 cm³ | 69.367 in³ |
| Plastic section modulus (Zy) | 93.65 cm³ | 5.715 in³ |
| Radius of gyration (rx) | 23.48 cm | 9.244 in |
| Radius of gyration (ry) | 2.91 cm | 1.146 in |
15.0 kN·m
15.0 kN
0.29 mm
L/20856