StructureCalcs

HSS10X6X1/2

Rectangular HSS · AISC Shapes Database v15.0 · United States

HSS10X6X1/2 is a rectangular hollow structural section 254 × 152 mm with a 12.7 mm wall, weighing 72.7 kg/m. The dimensions below are the published AISC Shapes Database v15.0 values; the drawing is generated from them.

Rectangular HSS are cold-formed tubes that AISC tabulates on the design wall thickness (0.93 × nominal) — the note beside the derived table explains what that convention does to the numbers.

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Published dimensions

PropertyMetricImperial
Overall depth, d254 mm10.00 in
Overall width, b152 mm6.00 in
Wall thickness, t12.7 mm0.500 in
Mass per metre72.7 kg/m48.9 lb/ft
Area, A8,710 mm²13.50 in²
Second moment, Ix71,175,574 mm⁴171.0 in⁴
Second moment, Iy31,966,574 mm⁴76.8 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 HSS10X6X1/2 the computed area agrees with the published value to 0.31% and Ix to 0.19%. 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.

PropertyValue
Elastic modulus, Sx561,510 mm³
Elastic modulus, Sy419,422 mm³
Plastic modulus, Zx704,541 mm³
Plastic modulus, Zy493,124 mm³
Radius of gyration, rx90.6 mm
Radius of gyration, ry60.7 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