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HSS6x6x3/8 — Dimensions, Weight & Section Properties

Hollow structural section per ASTM A500 / AISC Steel Construction Manual

HSS6x6x3/8 is an American hollow structural section (HSS) 6×6 inches (152.4×152.4 mm) with a nominal 0.375 in wall, weighing 27.48 pounds per foot (40.9 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.

HSS6x6x3/8: cross-section drawn to scale from the AISC dimensions (6 × 6 × 0.375 in)h 6b 6t 0.4 · r 0.8 in
HSS6x6x3/8: cross-section drawn to scale from the AISC dimensions (6 × 6 × 0.375 in)

Dimensions

Height h6 in (152.4 mm)
Width b6 in (152.4 mm)
Nominal wall t0.375 in (9.5 mm)
Design wall (0.93t)0.349 in (8.9 mm)

Weight & Cross-Section

Weight per foot27.48 lb/ft (40.9 kg/m)
20 ft bar550 lb
40 ft bar1,099 lb
Area A7.58 in² (48.9 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix39.5 in⁴ (1,644 cm⁴)
Section modulus Sx13.2 in³ (216 cm³)
Radius of gyration rx2.28 in
Moment of inertia Iy39.5 in⁴ (1,644 cm⁴)
Section modulus Sy13.2 in³ (216 cm³)
Radius of gyration ry2.28 in

Compared with the neighbouring sizes

Shapeh × b (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
HSS6x6x5/166 × 623.3434.311.4−15 %−13 %
HSS6x6x3/8 (this page)6 × 627.4839.513.2——
HSS6x6x1/26 × 635.2448.316.1+28 %+22 %

Deflection example

A simply supported HSS6x6x3/8 spanning 10 ft with a 10 kip point load at midspan deflects 0.31 in (E = 29,000 ksi, Ix = 39.5 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 HSS6x6x3/8 tube weigh?

HSS6x6x3/8 weighs 27.48 pounds per foot (40.9 kg/m). A 20 ft bar weighs 550 lb and a 40 ft bar 1,099 lb.

What are the dimensions of a HSS6x6x3/8?

HSS6x6x3/8 is 6×6 in (152.4×152.4 mm) outside, with a nominal wall of 0.375 in. Note that A500 tolerances put the design wall at 0.93×nominal (0.349 in) — the section properties listed already account for this.

What are the dimensions of a HSS6x6x3/8 in mm?

HSS6x6x3/8 is 152.4×152.4 mm outside with a nominal wall of 9.5 mm. In metric section properties: Ix = 1,644 cm⁴, Sx = 216 cm³.

How much does a HSS6x6x3/8 weigh in kg?

40.9 kg per meter. A 6 m bar weighs 245 kg and a 12 m bar 491 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a HSS6x6x3/8?

About the strong axis, Ix = 39.5 in⁴ (1,644 cm⁴) with section modulus Sx = 13.2 in³. About the weak axis, Iy = 39.5 in⁴ and Sy = 13.2 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

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

HSS6x6x1/2 is about 28% heavier (35.24 vs 27.48 lb/ft) but about 22% stiffer (Ix 48.3 vs 39.5 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