KS, hot-rolled 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 W 150 x 10,8 steel profile weighs 10.8 kg/m (7.24 lb/ft), has a depth of 150 mm (5.91 in), flange width 100 mm (3.94 in). Cross-sectional area: 1,372.66 mm². Moment of inertia Ix = 561.568 cm⁴, Iy = 75.056 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 150 mm | 5.91 in |
| Width (b) | 100 mm | 3.94 in |
| Web thickness (tw) | 3.2 mm | 0.13 in |
| Flange thickness (tf) | 4.5 mm | 0.18 in |
| Fillet radius (r) | 5 mm | 0.20 in |
| Weight | 10.8 kg/m | 7.24 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 1,372.66 mm² | 2.128 in² |
| Moment of inertia (Ix) | 561.57 cm⁴ | 13.49 in⁴ |
| Moment of inertia (Iy) | 75.06 cm⁴ | 1.80 in⁴ |
| Elastic section modulus (Sx) | 74.88 cm³ | 4.569 in³ |
| Elastic section modulus (Sy) | 15.01 cm³ | 0.916 in³ |
| Plastic section modulus (Zx) | 82.87 cm³ | 5.057 in³ |
| Plastic section modulus (Zy) | 22.92 cm³ | 1.399 in³ |
| Radius of gyration (rx) | 6.4 cm | 2.518 in |
| Radius of gyration (ry) | 2.34 cm | 0.921 in |
15.0 kN·m
15.0 kN
15.02 mm
L/399