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 1100x400x14x25 steel profile weighs 272.4 kg/m (183.05 lb/ft), has a depth of 1100 mm (43.31 in), flange width 400 mm (15.75 in). Cross-sectional area: 34,700 mm². Moment of inertia Ix = 712,972.917 cm⁴, Iy = 26,690.677 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1100 mm | 43.31 in |
| Width (b) | 400 mm | 15.75 in |
| Web thickness (tw) | 14 mm | 0.55 in |
| Flange thickness (tf) | 25 mm | 0.98 in |
| Weight | 272.4 kg/m | 183.05 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 34,700 mm² | 53.785 in² |
| Moment of inertia (Ix) | 712,972.92 cm⁴ | 17129.17 in⁴ |
| Moment of inertia (Iy) | 26,690.68 cm⁴ | 641.24 in⁴ |
| Elastic section modulus (Sx) | 12,963.14 cm³ | 791.063 in³ |
| Elastic section modulus (Sy) | 1,334.53 cm³ | 81.439 in³ |
| Plastic section modulus (Zx) | 14,608.75 cm³ | 891.484 in³ |
| Plastic section modulus (Zy) | 2,051.45 cm³ | 125.188 in³ |
| Radius of gyration (rx) | 45.33 cm | 17.846 in |
| Radius of gyration (ry) | 8.77 cm | 3.453 in |
15.0 kN·m
15.0 kN
0.01 mm
L/507003