StructureCalcsHSS6X6X1/2
Square HSS · AISC Shapes Database v15.0 · United States
HSS6X6X1/2 is a square hollow structural section 152 × 152 mm with a 12.7 mm wall, weighing 52.4 kg/m. The dimensions below are the published AISC Shapes Database v15.0 values; the drawing is generated from them.
Square HSS give equal stiffness both ways with flat faces for simple welded connections — a standard column and brace choice in US practice.
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Published dimensions
| Property | Metric | Imperial |
|---|---|---|
| Overall depth, d | 152 mm | 6.00 in |
| Overall width, b | 152 mm | 6.00 in |
| Wall thickness, t | 12.7 mm | 0.500 in |
| Mass per metre | 52.4 kg/m | 35.2 lb/ft |
| Area, A | 6,284 mm² | 9.74 in² |
| Second moment, Ix | 20,062,355 mm⁴ | 48.2 in⁴ |
| Second moment, Iy | 20,062,355 mm⁴ | 48.2 in⁴ |
Derived section properties
Integrated from the section's own outline including its outside corner radii, whose arcs are integrated analytically rather than approximated by facets. For HSS6X6X1/2 the computed area agrees with the published value to 0.02% and Ix to 0.05%. Where a value is also published, the published one above is the one to quote.
AISC tabulates hollow-section properties on the design wall (tdes = 0.93 tnom, per AISC 360), while the published mass reflects the nominal wall — which is why mass and area here differ by about 7% by convention, on every AISC hollow section.
| Property | Value |
|---|---|
| Elastic modulus, Sx | 263,424 mm³ |
| Elastic modulus, Sy | 263,424 mm³ |
| Plastic modulus, Zx | 324,418 mm³ |
| Plastic modulus, Zy | 324,418 mm³ |
| Radius of gyration, rx | 56.5 mm |
| Radius of gyration, ry | 56.5 mm |
S is the elastic modulus and Z the plastic modulus, following AISC 360. Australian and British practice reverse the letters.
Neighbouring sizes
Where these numbers come from
Published AISC Shapes Database v15.0 values. How StructureCalcs verifies its numbers · Understanding steel section properties · Query this section over the API