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HSS8x8x1/2 — Dimensions, Weight & Section Properties

Hollow structural section per ASTM A500 / AISC Steel Construction Manual

HSS8x8x1/2 is an American hollow structural section (HSS) 8×8 inches (203.2×203.2 mm) with a nominal 0.5 in wall, weighing 48.85 pounds per foot (72.7 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.

HSS8x8x1/2: cross-section drawn to scale from the AISC dimensions (8 × 8 × 0.5 in)h 8b 8t 0.5 · r 1 in
HSS8x8x1/2: cross-section drawn to scale from the AISC dimensions (8 × 8 × 0.5 in)

Dimensions

Height h8 in (203.2 mm)
Width b8 in (203.2 mm)
Nominal wall t0.5 in (12.7 mm)
Design wall (0.93t)0.465 in (11.8 mm)

Weight & Cross-Section

Weight per foot48.85 lb/ft (72.7 kg/m)
20 ft bar977 lb
40 ft bar1,954 lb
Area A13.5 in² (87.1 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix125 in⁴ (5,203 cm⁴)
Section modulus Sx31.2 in³ (511 cm³)
Radius of gyration rx3.04 in
Moment of inertia Iy125 in⁴ (5,203 cm⁴)
Section modulus Sy31.2 in³ (511 cm³)
Radius of gyration ry3.04 in

Compared with the neighbouring sizes

Shapeh × b (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
HSS8x8x3/88 × 837.6910025.1−23 %−20 %
HSS8x8x1/2 (this page)8 × 848.8512531.2——
HSS8x8x5/88 × 859.3214636.5+21 %+17 %

Deflection example

A simply supported HSS8x8x1/2 spanning 13 ft with a 10 kip point load at midspan deflects 0.22 in (E = 29,000 ksi, Ix = 125 in⁴). The L/360 serviceability limit for this span is 0.43 in — the shape passes this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a HSS8x8x1/2 tube weigh?

HSS8x8x1/2 weighs 48.85 pounds per foot (72.7 kg/m). A 20 ft bar weighs 977 lb and a 40 ft bar 1,954 lb.

What are the dimensions of a HSS8x8x1/2?

HSS8x8x1/2 is 8×8 in (203.2×203.2 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 HSS8x8x1/2 in mm?

HSS8x8x1/2 is 203.2×203.2 mm outside with a nominal wall of 12.7 mm. In metric section properties: Ix = 5,203 cm⁴, Sx = 511 cm³.

How much does a HSS8x8x1/2 weigh in kg?

72.7 kg per meter. A 6 m bar weighs 436 kg and a 12 m bar 872 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a HSS8x8x1/2?

About the strong axis, Ix = 125 in⁴ (5,203 cm⁴) with section modulus Sx = 31.2 in³. About the weak axis, Iy = 125 in⁴ and Sy = 31.2 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

HSS8x8x1/2 or HSS8x8x5/8 — what does one size up change?

HSS8x8x5/8 is about 21% heavier (59.32 vs 48.85 lb/ft) but about 17% stiffer (Ix 146 vs 125 in⁴). Going one step up within the same depth group is usually the cheapest way to cut deflection.

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