CHS 114.3x6.02 Acindar · Weight & Dimensions
Acindar, 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 114.3x6.02 steel profile weighs 16.1 kg/m (10.81 lb/ft). Cross-sectional area: 2,047.833 mm². Moment of inertia Ix = 301.052 cm⁴, Iy = 301.052 cm⁴.
Cross-section (not to scale)
Gauge equivalent: 6.02 mm ≈ 4 gauge (Manufacturers Standard Gage)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Thickness (t) | 6.0 mm | 0.24 in |
| Diameter (d) | 114.3 mm | 4.50 in |
| Weight | 16.1 kg/m | 10.81 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 2,047.83 mm² | 3.174 in² |
| Moment of inertia (Ix) | 301.05 cm⁴ | 7.23 in⁴ |
| Moment of inertia (Iy) | 301.05 cm⁴ | 7.23 in⁴ |
| Elastic section modulus (Sx) | 52.68 cm³ | 3.215 in³ |
| Elastic section modulus (Sy) | 52.68 cm³ | 3.215 in³ |
| Plastic section modulus (Zx) | 70.65 cm³ | 4.312 in³ |
| Plastic section modulus (Zy) | 70.65 cm³ | 4.312 in³ |
| Radius of gyration (rx) | 3.83 cm | 1.510 in |
| Radius of gyration (ry) | 3.83 cm | 1.510 in |
Beam Calculator— CHS 114.3x6.02
drag to orbit
mfixed @ 0mfixed @ 6m→kN/m
Results — CHS 114.3x6.02
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
28.03 mm
L/214
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
