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 2000x550x20x50 steel profile weighs 730.0 kg/m (490.59 lb/ft), has a depth of 2000 mm (78.74 in), flange width 550 mm (21.65 in). Cross-sectional area: 93,000 mm². Moment of inertia Ix = 6,372,750 cm⁴, Iy = 138,772.5 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 2000 mm | 78.74 in |
| Width (b) | 550 mm | 21.65 in |
| Web thickness (tw) | 20 mm | 0.79 in |
| Flange thickness (tf) | 50 mm | 1.97 in |
| Weight | 730.0 kg/m | 490.59 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 93,000 mm² | 144.150 in² |
| Moment of inertia (Ix) | 6,372,750 cm⁴ | 153105.32 in⁴ |
| Moment of inertia (Iy) | 138,772.5 cm⁴ | 3334.01 in⁴ |
| Elastic section modulus (Sx) | 63,727.5 cm³ | 3888.907 in³ |
| Elastic section modulus (Sy) | 5,046.27 cm³ | 307.944 in³ |
| Plastic section modulus (Zx) | 71,675 cm³ | 4373.895 in³ |
| Plastic section modulus (Zy) | 7,752.5 cm³ | 473.089 in³ |
| Radius of gyration (rx) | 82.78 cm | 32.590 in |
| Radius of gyration (ry) | 12.22 cm | 4.809 in |
15.0 kN·m
15.0 kN
0.00 mm
L/4531733