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 1400x550x16x40 steel profile weighs 511.2 kg/m (343.52 lb/ft), has a depth of 1400 mm (55.12 in), flange width 550 mm (21.65 in). Cross-sectional area: 65,120 mm². Moment of inertia Ix = 2,341,809.067 cm⁴, Iy = 110,961.723 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1400 mm | 55.12 in |
| Width (b) | 550 mm | 21.65 in |
| Web thickness (tw) | 16 mm | 0.63 in |
| Flange thickness (tf) | 40 mm | 1.57 in |
| Weight | 511.2 kg/m | 343.52 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 65,120 mm² | 100.936 in² |
| Moment of inertia (Ix) | 2,341,809.07 cm⁴ | 56261.96 in⁴ |
| Moment of inertia (Iy) | 110,961.72 cm⁴ | 2665.86 in⁴ |
| Elastic section modulus (Sx) | 33,454.42 cm³ | 2041.522 in³ |
| Elastic section modulus (Sy) | 4,034.97 cm³ | 246.230 in³ |
| Plastic section modulus (Zx) | 36,889.6 cm³ | 2251.151 in³ |
| Plastic section modulus (Zy) | 6,134.48 cm³ | 374.351 in³ |
| Radius of gyration (rx) | 59.97 cm | 23.609 in |
| Radius of gyration (ry) | 13.05 cm | 5.139 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1665286