Cintac, 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 500x500x18x35 steel profile weighs 335.5 kg/m (225.46 lb/ft), has a depth of 500 mm (19.69 in), flange width 500 mm (19.69 in). Cross-sectional area: 42,740 mm². Moment of inertia Ix = 201,480.217 cm⁴, Iy = 72,937.565 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 500 mm | 19.69 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 18 mm | 0.71 in |
| Flange thickness (tf) | 35 mm | 1.38 in |
| Weight | 335.5 kg/m | 225.46 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 42,740 mm² | 66.247 in² |
| Moment of inertia (Ix) | 201,480.22 cm⁴ | 4840.56 in⁴ |
| Moment of inertia (Iy) | 72,937.56 cm⁴ | 1752.32 in⁴ |
| Elastic section modulus (Sx) | 8,059.21 cm³ | 491.805 in³ |
| Elastic section modulus (Sy) | 2,917.5 cm³ | 178.038 in³ |
| Plastic section modulus (Zx) | 8,969.55 cm³ | 547.358 in³ |
| Plastic section modulus (Zy) | 4,409.83 cm³ | 269.105 in³ |
| Radius of gyration (rx) | 21.71 cm | 8.548 in |
| Radius of gyration (ry) | 13.06 cm | 5.143 in |
15.0 kN·m
15.0 kN
0.04 mm
L/143275