IAS, 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 500x500x15.5x40 IAS in a real structure
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The I 500x500x15.5x40 steel profile weighs 365.1 kg/m (245.35 lb/ft), has a depth of 500 mm (19.69 in), flange width 500 mm (19.69 in). Cross-sectional area: 46,510 mm². Moment of inertia Ix = 221,703.033 cm⁴, Iy = 83,346.367 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 15.5 mm | 0.61 in |
| Flange thickness (tf) | 40 mm | 1.57 in |
| Weight | 365.1 kg/m | 245.35 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 46,510 mm² | 72.090 in² |
| Moment of inertia (Ix) | 221,703.03 cm⁴ | 5326.42 in⁴ |
| Moment of inertia (Iy) | 83,346.37 cm⁴ | 2002.40 in⁴ |
| Elastic section modulus (Sx) | 8,868.12 cm³ | 541.168 in³ |
| Elastic section modulus (Sy) | 3,333.85 cm³ | 203.445 in³ |
| Plastic section modulus (Zx) | 9,883.55 cm³ | 603.134 in³ |
| Plastic section modulus (Zy) | 5,025.23 cm³ | 306.659 in³ |
| Radius of gyration (rx) | 21.83 cm | 8.596 in |
| Radius of gyration (ry) | 13.39 cm | 5.270 in |
15.0 kN·m
15.0 kN
0.04 mm
L/157655