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 1200x400x16x25 steel profile weighs 301.4 kg/m (202.57 lb/ft), has a depth of 1200 mm (47.24 in), flange width 400 mm (15.75 in). Cross-sectional area: 38,400 mm². Moment of inertia Ix = 893,200 cm⁴, Iy = 26,705.92 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1200 mm | 47.24 in |
| Width (b) | 400 mm | 15.75 in |
| Web thickness (tw) | 16 mm | 0.63 in |
| Flange thickness (tf) | 25 mm | 0.98 in |
| Weight | 301.4 kg/m | 202.57 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 38,400 mm² | 59.520 in² |
| Moment of inertia (Ix) | 893,200 cm⁴ | 21459.13 in⁴ |
| Moment of inertia (Iy) | 26,705.92 cm⁴ | 641.61 in⁴ |
| Elastic section modulus (Sx) | 14,886.67 cm³ | 908.444 in³ |
| Elastic section modulus (Sy) | 1,335.3 cm³ | 81.485 in³ |
| Plastic section modulus (Zx) | 17,040 cm³ | 1039.849 in³ |
| Plastic section modulus (Zy) | 2,073.6 cm³ | 126.539 in³ |
| Radius of gyration (rx) | 48.23 cm | 18.988 in |
| Radius of gyration (ry) | 8.34 cm | 3.283 in |
15.0 kN·m
15.0 kN
0.01 mm
L/635164