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 500x350x8x12 steel profile weighs 95.8 kg/m (64.41 lb/ft), has a depth of 500 mm (19.69 in), flange width 350 mm (13.78 in). Cross-sectional area: 12,208 mm². Moment of inertia Ix = 57,210.332 cm⁴, Iy = 8,577.031 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 350 mm | 13.78 in |
| Web thickness (tw) | 8 mm | 0.31 in |
| Flange thickness (tf) | 12 mm | 0.47 in |
| Weight | 95.8 kg/m | 64.41 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 12,208 mm² | 18.922 in² |
| Moment of inertia (Ix) | 57,210.33 cm⁴ | 1374.48 in⁴ |
| Moment of inertia (Iy) | 8,577.03 cm⁴ | 206.06 in⁴ |
| Elastic section modulus (Sx) | 2,288.41 cm³ | 139.648 in³ |
| Elastic section modulus (Sy) | 490.12 cm³ | 29.909 in³ |
| Plastic section modulus (Zx) | 2,502.75 cm³ | 152.728 in³ |
| Plastic section modulus (Zy) | 742.62 cm³ | 45.317 in³ |
| Radius of gyration (rx) | 21.65 cm | 8.523 in |
| Radius of gyration (ry) | 8.38 cm | 3.300 in |
15.0 kN·m
15.0 kN
0.15 mm
L/40683