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 1800x500x20x30 steel profile weighs 508.7 kg/m (341.83 lb/ft), has a depth of 1800 mm (70.87 in), flange width 500 mm (19.69 in). Cross-sectional area: 64,800 mm². Moment of inertia Ix = 3,227,904 cm⁴, Iy = 62,616 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1800 mm | 70.87 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 20 mm | 0.79 in |
| Flange thickness (tf) | 30 mm | 1.18 in |
| Weight | 508.7 kg/m | 341.83 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 64,800 mm² | 100.440 in² |
| Moment of inertia (Ix) | 3,227,904 cm⁴ | 77550.39 in⁴ |
| Moment of inertia (Iy) | 62,616 cm⁴ | 1504.35 in⁴ |
| Elastic section modulus (Sx) | 35,865.6 cm³ | 2188.662 in³ |
| Elastic section modulus (Sy) | 2,504.64 cm³ | 152.843 in³ |
| Plastic section modulus (Zx) | 41,688 cm³ | 2543.969 in³ |
| Plastic section modulus (Zy) | 3,924 cm³ | 239.458 in³ |
| Radius of gyration (rx) | 70.58 cm | 27.787 in |
| Radius of gyration (ry) | 9.83 cm | 3.870 in |
15.0 kN·m
15.0 kN
0.00 mm
L/2295398