Steel Section Catalog
W610x125
AISC — 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 W610x125 steel profile weighs 125.0 kg/m (84.00 lb/ft), has a depth of 612 mm (24.09 in), flange width 229 mm (9.02 in). Cross-sectional area: 15,793.1 mm². Moment of inertia Ix = 97,423.14 cm⁴, Iy = 3,930.98 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 612 mm | 24.09 in |
| Width (b) | 229 mm | 9.02 in |
| Web thickness (tw) | 11.9 mm | 0.47 in |
| Flange thickness (tf) | 19.6 mm | 0.77 in |
| Fillet radius (r) | 10.2 mm | 0.40 in |
| Weight | 125.0 kg/m | 84.00 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 15,793.1 mm² | 24.479 in² |
| Moment of inertia (Ix) | 97,423.14 cm⁴ | 2340.59 in⁴ |
| Moment of inertia (Iy) | 3,930.98 cm⁴ | 94.44 in⁴ |
| Elastic section modulus (Sx) | 3,183.76 cm³ | 194.286 in³ |
| Elastic section modulus (Sy) | 343.32 cm³ | 20.951 in³ |
| Plastic section modulus (Zx) | 3,635.03 cm³ | 221.824 in³ |
| Plastic section modulus (Zy) | 534.2 cm³ | 32.599 in³ |
| Radius of gyration (rx) | 24.84 cm | 9.780 in |
| Radius of gyration (ry) | 4.99 cm | 1.965 in |
Beam Calculator— W610x125
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mfixed @ 0mfixed @ 6m→kN/m
Results — W610x125
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
0.09 mm
L/69279
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
