Steel Section Catalog
SHS 10x1.0
EN — Square Hollow Section
Square Hollow Sections (SHS) are tubular profiles with equal sides, ideal for columns and compression members due to their uniform buckling resistance in all directions.
The SHS 10x1.0 steel profile weighs 0.3 kg/m (0.19 lb/ft), has a depth of 10 mm (0.39 in), flange width 10 mm (0.39 in). Cross-sectional area: 36 mm². Moment of inertia Ix = 0.05 cm⁴, Iy = 0.05 cm⁴.
Cross-section (not to scale)
Gauge equivalent: 1 mm ≈ 18 gauge (Manufacturers Standard Gage)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 10 mm | 0.39 in |
| Width (b) | 10 mm | 0.39 in |
| Thickness (t) | 1 mm | 0.04 in |
| Fillet radius (r) | 1.5 mm | 0.06 in |
| Weight | 0.3 kg/m | 0.19 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 36 mm² | 0.056 in² |
| Moment of inertia (Ix) | 0.05 cm⁴ | 0.00 in⁴ |
| Moment of inertia (Iy) | 0.05 cm⁴ | 0.00 in⁴ |
| Elastic section modulus (Sx) | 0.1 cm³ | 0.006 in³ |
| Elastic section modulus (Sy) | 0.1 cm³ | 0.006 in³ |
| Plastic section modulus (Zx) | 0.12 cm³ | 0.007 in³ |
| Plastic section modulus (Zy) | 0.12 cm³ | 0.007 in³ |
| Radius of gyration (rx) | 0.37 cm | 0.146 in |
| Radius of gyration (ry) | 0.37 cm | 0.146 in |
Beam Calculator— SHS 10x1.0
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mfixed @ 0mfixed @ 6m→kN/m
Results — SHS 10x1.0
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
168750.00 mm
L/0
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
