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 1100x300x14x25 steel profile weighs 233.2 kg/m (156.68 lb/ft), has a depth of 1100 mm (43.31 in), flange width 300 mm (11.81 in). Cross-sectional area: 29,700 mm². Moment of inertia Ix = 568,493.75 cm⁴, Iy = 11,274.01 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1100 mm | 43.31 in |
| Width (b) | 300 mm | 11.81 in |
| Web thickness (tw) | 14 mm | 0.55 in |
| Flange thickness (tf) | 25 mm | 0.98 in |
| Weight | 233.2 kg/m | 156.68 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 29,700 mm² | 46.035 in² |
| Moment of inertia (Ix) | 568,493.75 cm⁴ | 13658.06 in⁴ |
| Moment of inertia (Iy) | 11,274.01 cm⁴ | 270.86 in⁴ |
| Elastic section modulus (Sx) | 10,336.25 cm³ | 630.759 in³ |
| Elastic section modulus (Sy) | 751.6 cm³ | 45.866 in³ |
| Plastic section modulus (Zx) | 11,921.25 cm³ | 727.482 in³ |
| Plastic section modulus (Zy) | 1,176.45 cm³ | 71.792 in³ |
| Radius of gyration (rx) | 43.75 cm | 17.225 in |
| Radius of gyration (ry) | 6.16 cm | 2.426 in |
15.0 kN·m
15.0 kN
0.01 mm
L/404262