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.
Put the I 2000x550x20x40 CISC in a real structure
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The I 2000x550x20x40 steel profile weighs 646.8 kg/m (434.68 lb/ft), has a depth of 2000 mm (78.74 in), flange width 550 mm (21.65 in). Cross-sectional area: 82,400 mm². Moment of inertia Ix = 5,405,994.667 cm⁴, Iy = 111,044.667 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) | 40 mm | 1.57 in |
| Weight | 646.8 kg/m | 434.68 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 82,400 mm² | 127.720 in² |
| Moment of inertia (Ix) | 5,405,994.67 cm⁴ | 129879.02 in⁴ |
| Moment of inertia (Iy) | 111,044.67 cm⁴ | 2667.85 in⁴ |
| Elastic section modulus (Sx) | 54,059.95 cm³ | 3298.954 in³ |
| Elastic section modulus (Sy) | 4,037.99 cm³ | 246.414 in³ |
| Plastic section modulus (Zx) | 61,552 cm³ | 3756.149 in³ |
| Plastic section modulus (Zy) | 6,242 cm³ | 380.912 in³ |
| Radius of gyration (rx) | 81 cm | 31.889 in |
| Radius of gyration (ry) | 11.61 cm | 4.570 in |
15.0 kN·m
15.0 kN
0.00 mm
L/3844263