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 350x300x6x14 steel profile weighs 81.1 kg/m (54.49 lb/ft), has a depth of 350 mm (13.78 in), flange width 300 mm (11.81 in). Cross-sectional area: 10,332 mm². Moment of inertia Ix = 25,391.192 cm⁴, Iy = 6,300.58 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 in |
| Width (b) | 300 mm | 11.81 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 14 mm | 0.55 in |
| Weight | 81.1 kg/m | 54.49 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 10,332 mm² | 16.015 in² |
| Moment of inertia (Ix) | 25,391.19 cm⁴ | 610.02 in⁴ |
| Moment of inertia (Iy) | 6,300.58 cm⁴ | 151.37 in⁴ |
| Elastic section modulus (Sx) | 1,450.93 cm³ | 88.541 in³ |
| Elastic section modulus (Sy) | 420.04 cm³ | 25.632 in³ |
| Plastic section modulus (Zx) | 1,566.73 cm³ | 95.608 in³ |
| Plastic section modulus (Zy) | 632.9 cm³ | 38.622 in³ |
| Radius of gyration (rx) | 15.68 cm | 6.172 in |
| Radius of gyration (ry) | 7.81 cm | 3.074 in |
15.0 kN·m
15.0 kN
0.33 mm
L/18056