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 350x350x20x35 steel profile weighs 236.3 kg/m (158.78 lb/ft), has a depth of 350 mm (13.78 in), flange width 350 mm (13.78 in). Cross-sectional area: 30,100 mm². Moment of inertia Ix = 64,684.083 cm⁴, Iy = 25,029.083 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 in |
| Width (b) | 350 mm | 13.78 in |
| Web thickness (tw) | 20 mm | 0.79 in |
| Flange thickness (tf) | 35 mm | 1.38 in |
| Weight | 236.3 kg/m | 158.78 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 30,100 mm² | 46.655 in² |
| Moment of inertia (Ix) | 64,684.08 cm⁴ | 1554.04 in⁴ |
| Moment of inertia (Iy) | 25,029.08 cm⁴ | 601.32 in⁴ |
| Elastic section modulus (Sx) | 3,696.23 cm³ | 225.559 in³ |
| Elastic section modulus (Sy) | 1,430.23 cm³ | 87.279 in³ |
| Plastic section modulus (Zx) | 4,250.75 cm³ | 259.398 in³ |
| Plastic section modulus (Zy) | 2,171.75 cm³ | 132.529 in³ |
| Radius of gyration (rx) | 14.66 cm | 5.771 in |
| Radius of gyration (ry) | 9.12 cm | 3.590 in |
15.0 kN·m
15.0 kN
0.13 mm
L/45998