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 1000x350x14x20 steel profile weighs 215.4 kg/m (144.75 lb/ft), has a depth of 1000 mm (39.37 in), flange width 350 mm (13.78 in). Cross-sectional area: 27,440 mm². Moment of inertia Ix = 439,405.867 cm⁴, Iy = 14,313.619 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1000 mm | 39.37 in |
| Width (b) | 350 mm | 13.78 in |
| Web thickness (tw) | 14 mm | 0.55 in |
| Flange thickness (tf) | 20 mm | 0.79 in |
| Weight | 215.4 kg/m | 144.75 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 27,440 mm² | 42.532 in² |
| Moment of inertia (Ix) | 439,405.87 cm⁴ | 10556.73 in⁴ |
| Moment of inertia (Iy) | 14,313.62 cm⁴ | 343.88 in⁴ |
| Elastic section modulus (Sx) | 8,788.12 cm³ | 536.286 in³ |
| Elastic section modulus (Sy) | 817.92 cm³ | 49.913 in³ |
| Plastic section modulus (Zx) | 10,085.6 cm³ | 615.464 in³ |
| Plastic section modulus (Zy) | 1,272.04 cm³ | 77.625 in³ |
| Radius of gyration (rx) | 40.02 cm | 15.755 in |
| Radius of gyration (ry) | 7.22 cm | 2.843 in |
15.0 kN·m
15.0 kN
0.02 mm
L/312466