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HSS6x4x1/2 — Dimensions, Weight & Section Properties

Hollow structural section per ASTM A500 / AISC Steel Construction Manual

HSS6x4x1/2 is an American hollow structural section (HSS) 6×4 inches (152.4×101.6 mm) with a nominal 0.5 in wall, weighing 28.43 pounds per foot (42.3 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.

HSS6x4x1/2: cross-section drawn to scale from the AISC dimensions (6 × 4 × 0.5 in)h 6b 4t 0.5 · r 1 in
HSS6x4x1/2: cross-section drawn to scale from the AISC dimensions (6 × 4 × 0.5 in)

Dimensions

Height h6 in (152.4 mm)
Width b4 in (101.6 mm)
Nominal wall t0.5 in (12.7 mm)
Design wall (0.93t)0.465 in (11.8 mm)

Weight & Cross-Section

Weight per foot28.43 lb/ft (42.3 kg/m)
20 ft bar569 lb
40 ft bar1,137 lb
Area A7.88 in² (50.8 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix34 in⁴ (1,415 cm⁴)
Section modulus Sx11.3 in³ (185 cm³)
Radius of gyration rx2.08 in
Moment of inertia Iy17.8 in⁴ (741 cm⁴)
Section modulus Sy8.89 in³ (146 cm³)
Radius of gyration ry1.5 in

Compared with the neighbouring sizes

Shapeh × b (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
HSS6x4x3/86 × 422.3728.39.43−21 %−17 %
HSS6x4x1/2 (this page)6 × 428.433411.3——

Deflection example

A simply supported HSS6x4x1/2 spanning 10 ft with a 10 kip point load at midspan deflects 0.37 in (E = 29,000 ksi, Ix = 34 in⁴). The L/360 serviceability limit for this span is 0.33 in — the shape does NOT pass this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a HSS6x4x1/2 tube weigh?

HSS6x4x1/2 weighs 28.43 pounds per foot (42.3 kg/m). A 20 ft bar weighs 569 lb and a 40 ft bar 1,137 lb.

What are the dimensions of a HSS6x4x1/2?

HSS6x4x1/2 is 6×4 in (152.4×101.6 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 HSS6x4x1/2 in mm?

HSS6x4x1/2 is 152.4×101.6 mm outside with a nominal wall of 12.7 mm. In metric section properties: Ix = 1,415 cm⁴, Sx = 185 cm³.

How much does a HSS6x4x1/2 weigh in kg?

42.3 kg per meter. A 6 m bar weighs 254 kg and a 12 m bar 508 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a HSS6x4x1/2?

About the strong axis, Ix = 34 in⁴ (1,415 cm⁴) with section modulus Sx = 11.3 in³. About the weak axis, Iy = 17.8 in⁴ and Sy = 8.89 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

HSS6x4x1/2 or HSS6x4x3/8 — what does one size down change?

HSS6x4x3/8 is about 21% lighter (22.37 vs 28.43 lb/ft) but about 17% less stiff (Ix 28.3 vs 34 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