CISC, 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 1400x500x16x30 steel profile weighs 403.8 kg/m (271.35 lb/ft), has a depth of 1400 mm (55.12 in), flange width 500 mm (19.69 in). Cross-sectional area: 51,440 mm². Moment of inertia Ix = 1,728,713.867 cm⁴, Iy = 62,545.739 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1400 mm | 55.12 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 16 mm | 0.63 in |
| Flange thickness (tf) | 30 mm | 1.18 in |
| Weight | 403.8 kg/m | 271.35 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 51,440 mm² | 79.732 in² |
| Moment of inertia (Ix) | 1,728,713.87 cm⁴ | 41532.35 in⁴ |
| Moment of inertia (Iy) | 62,545.74 cm⁴ | 1502.66 in⁴ |
| Elastic section modulus (Sx) | 24,695.91 cm³ | 1507.043 in³ |
| Elastic section modulus (Sy) | 2,501.83 cm³ | 152.672 in³ |
| Plastic section modulus (Zx) | 27,732.4 cm³ | 1692.342 in³ |
| Plastic section modulus (Zy) | 3,835.76 cm³ | 234.073 in³ |
| Radius of gyration (rx) | 57.97 cm | 22.823 in |
| Radius of gyration (ry) | 11.03 cm | 4.341 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1229308