Steel Section Catalog
CHS 60.3x3.2
EN — Circular Hollow Section
Circular Hollow Sections (CHS) are round tubular profiles with the most efficient cross-section for compression. Used for columns, trusses, and architectural structures.
The CHS 60.3x3.2 steel profile weighs 4.5 kg/m (3.03 lb/ft). Cross-sectional area: 574 mm². Moment of inertia Ix = 23.47 cm⁴, Iy = 23.47 cm⁴.
Cross-section (not to scale)
Gauge equivalent: 3.2 mm ≈ 10 gauge (Manufacturers Standard Gage)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Thickness (t) | 3.2 mm | 0.13 in |
| Diameter (d) | 60.3 mm | 2.37 in |
| Weight | 4.5 kg/m | 3.03 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 574 mm² | 0.890 in² |
| Moment of inertia (Ix) | 23.47 cm⁴ | 0.56 in⁴ |
| Moment of inertia (Iy) | 23.47 cm⁴ | 0.56 in⁴ |
| Elastic section modulus (Sx) | 7.78 cm³ | 0.475 in³ |
| Elastic section modulus (Sy) | 7.78 cm³ | 0.475 in³ |
| Plastic section modulus (Zx) | 10.44 cm³ | 0.637 in³ |
| Plastic section modulus (Zy) | 10.44 cm³ | 0.637 in³ |
| Radius of gyration (rx) | 2.02 cm | 0.795 in |
| Radius of gyration (ry) | 2.02 cm | 0.795 in |
Beam Calculator— CHS 60.3x3.2
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mfixed @ 0mfixed @ 6m→kN/m
Results — CHS 60.3x3.2
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
359.50 mm
L/17
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
