Steel Section Catalog
W610x92
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 W610x92 steel profile weighs 92.0 kg/m (61.82 lb/ft), has a depth of 603 mm (23.74 in), flange width 179 mm (7.05 in). Cross-sectional area: 11,615.7 mm². Moment of inertia Ix = 63,514.9 cm⁴, Iy = 1,440.02 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 603 mm | 23.74 in |
| Width (b) | 179 mm | 7.05 in |
| Web thickness (tw) | 10.9 mm | 0.43 in |
| Flange thickness (tf) | 15 mm | 0.59 in |
| Fillet radius (r) | 10.2 mm | 0.40 in |
| Weight | 92.0 kg/m | 61.82 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 11,615.7 mm² | 18.004 in² |
| Moment of inertia (Ix) | 63,514.9 cm⁴ | 1525.95 in⁴ |
| Moment of inertia (Iy) | 1,440.02 cm⁴ | 34.60 in⁴ |
| Elastic section modulus (Sx) | 2,106.63 cm³ | 128.555 in³ |
| Elastic section modulus (Sy) | 160.9 cm³ | 9.819 in³ |
| Plastic section modulus (Zx) | 2,473.48 cm³ | 150.942 in³ |
| Plastic section modulus (Zy) | 257.33 cm³ | 15.703 in³ |
| Radius of gyration (rx) | 23.38 cm | 9.205 in |
| Radius of gyration (ry) | 3.52 cm | 1.386 in |
Beam Calculator— W610x92
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mfixed @ 0mfixed @ 6m→kN/m
Results — W610x92
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
0.13 mm
L/45166
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
