Usiminas, 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 CS 350x153 steel profile weighs 153.0 kg/m (102.82 lb/ft), has a depth of 350 mm (13.78 in), flange width 350 mm (13.78 in). Cross-sectional area: 19,495 mm². Moment of inertia Ix = 45,096.993 cm⁴, Iy = 16,011.634 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 in |
| Width (b) | 350 mm | 13.78 in |
| Web thickness (tw) | 12.5 mm | 0.49 in |
| Flange thickness (tf) | 22.4 mm | 0.88 in |
| Weight | 153.0 kg/m | 102.82 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 19,495 mm² | 30.217 in² |
| Moment of inertia (Ix) | 45,096.99 cm⁴ | 1083.46 in⁴ |
| Moment of inertia (Iy) | 16,011.63 cm⁴ | 384.68 in⁴ |
| Elastic section modulus (Sx) | 2,576.97 cm³ | 157.257 in³ |
| Elastic section modulus (Sy) | 914.95 cm³ | 55.834 in³ |
| Plastic section modulus (Zx) | 2,859.47 cm³ | 174.496 in³ |
| Plastic section modulus (Zy) | 1,383.92 cm³ | 84.452 in³ |
| Radius of gyration (rx) | 15.21 cm | 5.988 in |
| Radius of gyration (ry) | 9.06 cm | 3.568 in |
15.0 kN·m
15.0 kN
0.19 mm
L/32069