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 1000x550x14x40 steel profile weighs 446.5 kg/m (300.05 lb/ft), has a depth of 1000 mm (39.37 in), flange width 550 mm (21.65 in). Cross-sectional area: 56,880 mm². Moment of inertia Ix = 1,105,193.6 cm⁴, Iy = 110,937.704 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1000 mm | 39.37 in |
| Width (b) | 550 mm | 21.65 in |
| Web thickness (tw) | 14 mm | 0.55 in |
| Flange thickness (tf) | 40 mm | 1.57 in |
| Weight | 446.5 kg/m | 300.05 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 56,880 mm² | 88.164 in² |
| Moment of inertia (Ix) | 1,105,193.6 cm⁴ | 26552.28 in⁴ |
| Moment of inertia (Iy) | 110,937.7 cm⁴ | 2665.28 in⁴ |
| Elastic section modulus (Sx) | 22,103.87 cm³ | 1348.867 in³ |
| Elastic section modulus (Sy) | 4,034.1 cm³ | 246.177 in³ |
| Plastic section modulus (Zx) | 24,082.4 cm³ | 1469.604 in³ |
| Plastic section modulus (Zy) | 6,095.08 cm³ | 371.946 in³ |
| Radius of gyration (rx) | 44.08 cm | 17.354 in |
| Radius of gyration (ry) | 13.97 cm | 5.498 in |
15.0 kN·m
15.0 kN
0.01 mm
L/785915