CHS 114x6 AHMSA · Weight & Dimensions
AHMSA, cold-formed sections · 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.
Also known as: Caño estructural redondo (Argentina)
The CHS 114x6 steel profile weighs 16.0 kg/m (10.74 lb/ft). Cross-sectional area: 2,035.752 mm². Moment of inertia Ix = 297.729 cm⁴, Iy = 297.729 cm⁴.
Cross-section (not to scale)
Gauge equivalent: 6 mm ≈ 4 gauge (Manufacturers Standard Gage)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Thickness (t) | 6 mm | 0.24 in |
| Diameter (d) | 114 mm | 4.49 in |
| Weight | 16.0 kg/m | 10.74 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 2,035.75 mm² | 3.155 in² |
| Moment of inertia (Ix) | 297.73 cm⁴ | 7.15 in⁴ |
| Moment of inertia (Iy) | 297.73 cm⁴ | 7.15 in⁴ |
| Elastic section modulus (Sx) | 52.23 cm³ | 3.187 in³ |
| Elastic section modulus (Sy) | 52.23 cm³ | 3.187 in³ |
| Plastic section modulus (Zx) | 70.06 cm³ | 4.275 in³ |
| Plastic section modulus (Zy) | 70.06 cm³ | 4.275 in³ |
| Radius of gyration (rx) | 3.82 cm | 1.506 in |
| Radius of gyration (ry) | 3.82 cm | 1.506 in |
Beam Calculator— CHS 114x6
drag to orbit
mfixed @ 0mfixed @ 6m→kN/m
Results — CHS 114x6
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
28.34 mm
L/212
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
