Steel Section Catalog
HSS 355.6x9.5
AISC — 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 HSS 355.6x9.5 steel profile weighs 75.1 kg/m (50.47 lb/ft). Cross-sectional area: 9,587.6 mm². Moment of inertia Ix = 14,423.13 cm⁴, Iy = 14,423.13 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Thickness (t) | 8.8 mm | 0.35 in |
| Diameter (d) | 355.6 mm | 14.00 in |
| Weight | 75.1 kg/m | 50.47 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 9,587.6 mm² | 14.861 in² |
| Moment of inertia (Ix) | 14,423.13 cm⁴ | 346.52 in⁴ |
| Moment of inertia (Iy) | 14,423.13 cm⁴ | 346.52 in⁴ |
| Elastic section modulus (Sx) | 811.2 cm³ | 49.503 in³ |
| Elastic section modulus (Sy) | 811.2 cm³ | 49.503 in³ |
| Plastic section modulus (Zx) | 1,058.61 cm³ | 64.601 in³ |
| Plastic section modulus (Zy) | 1,058.61 cm³ | 64.601 in³ |
| Radius of gyration (rx) | 12.27 cm | 4.831 in |
| Radius of gyration (ry) | 12.27 cm | 4.831 in |
Beam Calculator— HSS 355.6x9.5
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mfixed @ 0mfixed @ 6m→kN/m
Results — HSS 355.6x9.5
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
0.58 mm
L/10256
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
