StructureCalcsHSS20X20X7/8
Square HSS · AISC Shapes Database v15.0 · United States
HSS20X20X7/8 is a square hollow structural section 508 × 508 mm with a 22.2 mm wall, weighing 329.0 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 | 508 mm | 20.00 in |
| Overall width, b | 508 mm | 20.00 in |
| Wall thickness, t | 22.2 mm | 0.875 in |
| Mass per metre | 329.0 kg/m | 221.1 lb/ft |
| Area, A | 39,226 mm² | 60.80 in² |
| Second moment, Ix | 1,527,569,333 mm⁴ | 3,670.0 in⁴ |
| Second moment, Iy | 1,527,569,333 mm⁴ | 3,670.0 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 HSS20X20X7/8 the computed area agrees with the published value to 0.11% and Ix to 0.07%. 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 | 6,018,098 mm³ |
| Elastic modulus, Sy | 6,018,098 mm³ |
| Plastic modulus, Zx | 7,090,994 mm³ |
| Plastic modulus, Zy | 7,090,994 mm³ |
| Radius of gyration, rx | 197.5 mm |
| Radius of gyration, ry | 197.5 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