Steel Section Catalog
W610x155
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 W610x155 steel profile weighs 155.0 kg/m (104.16 lb/ft), has a depth of 611 mm (24.06 in), flange width 324 mm (12.76 in). Cross-sectional area: 19,589.1 mm². Moment of inertia Ix = 127,820.55 cm⁴, Iy = 10,780.32 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 611 mm | 24.06 in |
| Width (b) | 324 mm | 12.76 in |
| Web thickness (tw) | 12.7 mm | 0.50 in |
| Flange thickness (tf) | 19 mm | 0.75 in |
| Fillet radius (r) | 10.2 mm | 0.40 in |
| Weight | 155.0 kg/m | 104.16 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 19,589.1 mm² | 30.363 in² |
| Moment of inertia (Ix) | 127,820.55 cm⁴ | 3070.89 in⁴ |
| Moment of inertia (Iy) | 10,780.32 cm⁴ | 259.00 in⁴ |
| Elastic section modulus (Sx) | 4,183.98 cm³ | 255.323 in³ |
| Elastic section modulus (Sy) | 665.45 cm³ | 40.608 in³ |
| Plastic section modulus (Zx) | 4,686.8 cm³ | 286.007 in³ |
| Plastic section modulus (Zy) | 1,020.38 cm³ | 62.268 in³ |
| Radius of gyration (rx) | 25.54 cm | 10.055 in |
| Radius of gyration (ry) | 7.42 cm | 2.921 in |
Beam Calculator— W610x155
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mfixed @ 0mfixed @ 6m→kN/m
Results — W610x155
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
0.07 mm
L/90895
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
