HSS6.000X0.375 Steel Round HSS — Section Properties
Dimensions
| Property | Value | Unit |
|---|---|---|
| Outer Diameter (OD) | 6 | 152.4 mm |
| Wall Thickness (t) | 0.375 | 9.5 mm |
| Area (A) | 6.2 in² | 40.0 cm² |
| Weight | 22.55 lb/ft | 33.6 kg/m |
Elastic Section Properties
| Property | Strong Axis (X-X) | Weak Axis (Y-Y) | Unit |
|---|---|---|---|
| Moment of Inertia (I) | 24.8 | 24.8 | in⁴ |
| Elastic Section Modulus (S) | 8.28 | 8.28 | in³ |
| Plastic Section Modulus (Z) | 11.2 | 11.2 | in³ |
| Radius of Gyration (r) | 2 | 2 | in |
Torsional Properties
| Property | Value | Unit |
|---|---|---|
| Torsional Constant (J) | 49.7 | in⁴ |
| Warping Constant (Cw) | 0 | in⁶ |
Design Resources
- Section Properties Database — Compare with other sections
- Steel Grades Reference — Material properties
Frequently Asked Questions
What is the weight of a HSS6.000X0.375 section? 22.55 lb/ft (33.6 kg/m).
What is the section modulus of HSS6.000X0.375? Sx = 8.28 in³, Zx = 11.2 in³ (strong axis). Sy = 8.28 in³, Zy = 11.2 in³ (weak axis).
What steel grade is standard for HSS6.000X0.375? ASTM A500 Grade C (Fy = 46 ksi) or Grade B (Fy = 42 ksi). Verify with mill certificate.
What is the moment of inertia of HSS6.000X0.375? Ix = 24.8 in⁴ about the strong axis and Iy = 24.8 in⁴ about the weak axis. The radius of gyration is rx = 2 in and ry = 2 in.
Related Pages
Educational reference only. Verify all section properties against the current AISC Manual and mill certificates before design. Results are PRELIMINARY — NOT FOR CONSTRUCTION.