Steel Section Catalog
W610x113
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 W610x113 steel profile weighs 113.0 kg/m (75.94 lb/ft), has a depth of 608 mm (23.94 in), flange width 228 mm (8.98 in). Cross-sectional area: 14,310.9 mm². Moment of inertia Ix = 86,430.79 cm⁴, Iy = 3,424.14 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 608 mm | 23.94 in |
| Width (b) | 228 mm | 8.98 in |
| Web thickness (tw) | 11.2 mm | 0.44 in |
| Flange thickness (tf) | 17.3 mm | 0.68 in |
| Fillet radius (r) | 10.2 mm | 0.40 in |
| Weight | 113.0 kg/m | 75.94 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 14,310.9 mm² | 22.182 in² |
| Moment of inertia (Ix) | 86,430.79 cm⁴ | 2076.50 in⁴ |
| Moment of inertia (Iy) | 3,424.14 cm⁴ | 82.26 in⁴ |
| Elastic section modulus (Sx) | 2,843.12 cm³ | 173.499 in³ |
| Elastic section modulus (Sy) | 300.36 cm³ | 18.329 in³ |
| Plastic section modulus (Zx) | 3,250.56 cm³ | 198.362 in³ |
| Plastic section modulus (Zy) | 467.64 cm³ | 28.537 in³ |
| Radius of gyration (rx) | 24.58 cm | 9.677 in |
| Radius of gyration (ry) | 4.89 cm | 1.925 in |
Beam Calculator— W610x113
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mfixed @ 0mfixed @ 6m→kN/m
Results — W610x113
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
0.10 mm
L/61462
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
