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 1200x500x16x35 steel profile weighs 416.7 kg/m (280.01 lb/ft), has a depth of 1200 mm (47.24 in), flange width 500 mm (19.69 in). Cross-sectional area: 53,080 mm². Moment of inertia Ix = 1,380,315.433 cm⁴, Iy = 72,955.237 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1200 mm | 47.24 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 16 mm | 0.63 in |
| Flange thickness (tf) | 35 mm | 1.38 in |
| Weight | 416.7 kg/m | 280.01 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 53,080 mm² | 82.274 in² |
| Moment of inertia (Ix) | 1,380,315.43 cm⁴ | 33162.08 in⁴ |
| Moment of inertia (Iy) | 72,955.24 cm⁴ | 1752.75 in⁴ |
| Elastic section modulus (Sx) | 23,005.26 cm³ | 1403.873 in³ |
| Elastic section modulus (Sy) | 2,918.21 cm³ | 178.081 in³ |
| Plastic section modulus (Zx) | 25,495.1 cm³ | 1555.813 in³ |
| Plastic section modulus (Zy) | 4,447.32 cm³ | 271.393 in³ |
| Radius of gyration (rx) | 50.99 cm | 20.077 in |
| Radius of gyration (ry) | 11.72 cm | 4.616 in |
15.0 kN·m
15.0 kN
0.01 mm
L/981558