Steel Section Catalog
W610x82
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 W610x82 steel profile weighs 82.0 kg/m (55.10 lb/ft), has a depth of 599 mm (23.58 in), flange width 178 mm (7.01 in). Cross-sectional area: 10,290.8 mm². Moment of inertia Ix = 54,863.17 cm⁴, Iy = 1,207.93 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 599 mm | 23.58 in |
| Width (b) | 178 mm | 7.01 in |
| Web thickness (tw) | 10 mm | 0.39 in |
| Flange thickness (tf) | 12.8 mm | 0.50 in |
| Fillet radius (r) | 10.2 mm | 0.40 in |
| Weight | 82.0 kg/m | 55.10 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 10,290.8 mm² | 15.951 in² |
| Moment of inertia (Ix) | 54,863.17 cm⁴ | 1318.09 in⁴ |
| Moment of inertia (Iy) | 1,207.93 cm⁴ | 29.02 in⁴ |
| Elastic section modulus (Sx) | 1,831.83 cm³ | 111.786 in³ |
| Elastic section modulus (Sy) | 135.72 cm³ | 8.282 in³ |
| Plastic section modulus (Zx) | 2,157.57 cm³ | 131.664 in³ |
| Plastic section modulus (Zy) | 217.11 cm³ | 13.249 in³ |
| Radius of gyration (rx) | 23.09 cm | 9.091 in |
| Radius of gyration (ry) | 3.43 cm | 1.350 in |
Beam Calculator— W610x82
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mfixed @ 0mfixed @ 6m→kN/m
Results — W610x82
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
0.15 mm
L/39014
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
