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 1600x500x16x30 steel profile weighs 428.9 kg/m (288.23 lb/ft), has a depth of 1600 mm (62.99 in), flange width 500 mm (19.69 in). Cross-sectional area: 54,640 mm². Moment of inertia Ix = 2,335,868.533 cm⁴, Iy = 62,552.565 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1600 mm | 62.99 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 | 428.9 kg/m | 288.23 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 54,640 mm² | 84.692 in² |
| Moment of inertia (Ix) | 2,335,868.53 cm⁴ | 56119.24 in⁴ |
| Moment of inertia (Iy) | 62,552.57 cm⁴ | 1502.83 in⁴ |
| Elastic section modulus (Sx) | 29,198.36 cm³ | 1781.801 in³ |
| Elastic section modulus (Sy) | 2,502.1 cm³ | 152.688 in³ |
| Plastic section modulus (Zx) | 33,036.4 cm³ | 2016.013 in³ |
| Plastic section modulus (Zy) | 3,848.56 cm³ | 234.855 in³ |
| Radius of gyration (rx) | 65.38 cm | 25.742 in |
| Radius of gyration (ry) | 10.7 cm | 4.212 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1661062