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 500x150x6x16 steel profile weighs 59.7 kg/m (40.15 lb/ft), has a depth of 500 mm (19.69 in), flange width 150 mm (5.91 in). Cross-sectional area: 7,608 mm². Moment of inertia Ix = 33,246.122 cm⁴, Iy = 900.842 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 16 mm | 0.63 in |
| Weight | 59.7 kg/m | 40.15 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 7,608 mm² | 11.792 in² |
| Moment of inertia (Ix) | 33,246.12 cm⁴ | 798.74 in⁴ |
| Moment of inertia (Iy) | 900.84 cm⁴ | 21.64 in⁴ |
| Elastic section modulus (Sx) | 1,329.84 cm³ | 81.152 in³ |
| Elastic section modulus (Sy) | 120.11 cm³ | 7.330 in³ |
| Plastic section modulus (Zx) | 1,490.14 cm³ | 90.934 in³ |
| Plastic section modulus (Zy) | 184.21 cm³ | 11.241 in³ |
| Radius of gyration (rx) | 20.9 cm | 8.230 in |
| Radius of gyration (ry) | 3.44 cm | 1.355 in |
15.0 kN·m
15.0 kN
0.25 mm
L/23642