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HSS6x6x1/2 — Dimensions, Weight & Section Properties

Hollow structural section per ASTM A500 / AISC Steel Construction Manual

HSS6x6x1/2 is an American hollow structural section (HSS) 6×6 inches (152.4×152.4 mm) with a nominal 0.5 in wall, weighing 35.24 pounds per foot (52.4 kg/m). Section properties below are the AISC published values, computed with the A500 design wall thickness of 0.93×nominal — with metric equivalents alongside.

Typical uses: columns, braces, truss members, equipment frames, and architectural steel — closed sections excel in compression and torsion and take paint beautifully. For a quick stiffness check, see the deflection example below or open the beam calculator with your own span and load.

HSS6x6x1/2: cross-section drawn to scale from the AISC dimensions (6 × 6 × 0.5 in)h 6b 6t 0.5 · r 1 in
HSS6x6x1/2: cross-section drawn to scale from the AISC dimensions (6 × 6 × 0.5 in)

Dimensions

Height h6 in (152.4 mm)
Width b6 in (152.4 mm)
Nominal wall t0.5 in (12.7 mm)
Design wall (0.93t)0.465 in (11.8 mm)

Weight & Cross-Section

Weight per foot35.24 lb/ft (52.4 kg/m)
20 ft bar705 lb
40 ft bar1,410 lb
Area A9.74 in² (62.8 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix48.3 in⁴ (2,010 cm⁴)
Section modulus Sx16.1 in³ (264 cm³)
Radius of gyration rx2.23 in
Moment of inertia Iy48.3 in⁴ (2,010 cm⁴)
Section modulus Sy16.1 in³ (264 cm³)
Radius of gyration ry2.23 in

Compared with the neighbouring sizes

Shapeh × b (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
HSS6x6x3/86 × 627.4839.513.2−22 %−18 %
HSS6x6x1/2 (this page)6 × 635.2448.316.1——

Deflection example

A simply supported HSS6x6x1/2 spanning 10 ft with a 10 kip point load at midspan deflects 0.26 in (E = 29,000 ksi, Ix = 48.3 in⁴). The L/360 serviceability limit for this span is 0.33 in — the shape passes this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a HSS6x6x1/2 tube weigh?

HSS6x6x1/2 weighs 35.24 pounds per foot (52.4 kg/m). A 20 ft bar weighs 705 lb and a 40 ft bar 1,410 lb.

What are the dimensions of a HSS6x6x1/2?

HSS6x6x1/2 is 6×6 in (152.4×152.4 mm) outside, with a nominal wall of 0.5 in. Note that A500 tolerances put the design wall at 0.93×nominal (0.465 in) — the section properties listed already account for this.

What are the dimensions of a HSS6x6x1/2 in mm?

HSS6x6x1/2 is 152.4×152.4 mm outside with a nominal wall of 12.7 mm. In metric section properties: Ix = 2,010 cm⁴, Sx = 264 cm³.

How much does a HSS6x6x1/2 weigh in kg?

52.4 kg per meter. A 6 m bar weighs 315 kg and a 12 m bar 629 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a HSS6x6x1/2?

About the strong axis, Ix = 48.3 in⁴ (2,010 cm⁴) with section modulus Sx = 16.1 in³. About the weak axis, Iy = 48.3 in⁴ and Sy = 16.1 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

HSS6x6x1/2 or HSS6x6x3/8 — what does one size down change?

HSS6x6x3/8 is about 22% lighter (27.48 vs 35.24 lb/ft) but about 18% less stiff (Ix 39.5 vs 48.3 in⁴). Check deflection before downsizing — stiffness falls much faster than weight.

Values are entered from the governing standard’s published tables and cross-checked programmatically against its mass and section formulas before publication. Spotted an error? Write to advertising@metalabout.net — verified corrections ship within days. About