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W6x20 — Dimensions, Weight & Section Properties

American wide-flange (W) beam per ASTM A6 / AISC Steel Construction Manual

W6x20 is an American wide-flange beam 6.2 inches (157.5 mm) deep with a 6.02 in (152.9 mm) flange, weighing 20 pounds per foot (29.8 kg/m) — that is what the "20" in the designation means. All values below are the standard AISC published section properties used in US structural design, with metric equivalents alongside.

Typical uses: floor and roof framing, columns, headers, and general steel construction. For a quick stiffness check, see the deflection example below or open the beam calculator with your own span and load.

W6x20: cross-section drawn to scale from the AISC dimensions (d 6.2, bf 6.02, tw 0.26, tf 0.365 in)h 6.2b 6tw 0.3 · tf 0.4 in
W6x20: cross-section drawn to scale from the AISC dimensions (d 6.2, bf 6.02, tw 0.26, tf 0.365 in)

Dimensions

Depth d6.2 in (157.5 mm)
Flange width bf6.02 in (152.9 mm)
Web thickness tw0.26 in (6.6 mm)
Flange thickness tf0.365 in (9.3 mm)

Weight & Cross-Section

Weight per foot20 lb/ft (29.8 kg/m)
20 ft bar400 lb
40 ft bar800 lb
Area A5.87 in² (37.9 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix41.4 in⁴ (1,723 cm⁴)
Section modulus Sx13.4 in³ (220 cm³)
Radius of gyration rx2.66 in
Moment of inertia Iy13.3 in⁴ (554 cm⁴)
Section modulus Sy4.41 in³ (72 cm³)
Radius of gyration ry1.5 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W6x166.28 × 4.031632.110.2−20 %−22 %
W6x20 (this page)6.2 × 6.022041.413.4——
W6x256.38 × 6.082553.416.7+25 %+29 %

Deflection example

A simply supported W6x20 spanning 10 ft with a 10 kip point load at midspan deflects 0.3 in (E = 29,000 ksi, Ix = 41.4 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 W6x20 beam weigh?

W6x20 weighs 20 pounds per foot (29.8 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 400 lb and a 40 ft bar 800 lb.

What are the dimensions of a W6x20?

W6x20 is 6.2 in (157.5 mm) deep with a 6.02 in (152.9 mm) wide flange. The web is 0.26 in thick and the flanges are 0.37 in thick. Note the actual depth differs from the nominal W6 label — always design with the actual value.

What are the dimensions of a W6x20 in mm?

W6x20 is 157.5 mm deep with a 152.9 mm wide flange; the web is 6.6 mm and the flange 9.3 mm thick. In metric section properties: Ix = 1,723 cm⁴, Sx = 220 cm³.

How much does a W6x20 weigh in kg?

29.8 kg per meter. A 6 m bar weighs 179 kg and a 12 m bar 357 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a W6x20?

About the strong axis, Ix = 41.4 in⁴ (1,723 cm⁴) with section modulus Sx = 13.4 in³. About the weak axis, Iy = 13.3 in⁴ and Sy = 4.41 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W6x20 or W6x25 — what does one size up change?

W6x25 is about 25% heavier (25 vs 20 lb/ft) but about 29% stiffer (Ix 53.4 vs 41.4 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