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W18x40 — Dimensions, Weight & Section Properties

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

W18x40 is an American wide-flange beam 17.9 inches (454.7 mm) deep with a 6.02 in (152.9 mm) flange, weighing 40 pounds per foot (59.5 kg/m) — that is what the "40" 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.

W18x40: cross-section drawn to scale from the AISC dimensions (d 17.9, bf 6.02, tw 0.315, tf 0.525 in)h 17.9b 6tw 0.3 · tf 0.5 in
W18x40: cross-section drawn to scale from the AISC dimensions (d 17.9, bf 6.02, tw 0.315, tf 0.525 in)

Dimensions

Depth d17.9 in (454.7 mm)
Flange width bf6.02 in (152.9 mm)
Web thickness tw0.315 in (8 mm)
Flange thickness tf0.525 in (13.3 mm)

Weight & Cross-Section

Weight per foot40 lb/ft (59.5 kg/m)
20 ft bar800 lb
40 ft bar1,600 lb
Area A11.8 in² (76.1 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix612 in⁴ (25,473 cm⁴)
Section modulus Sx68.4 in³ (1,121 cm³)
Radius of gyration rx7.21 in
Moment of inertia Iy19.1 in⁴ (795 cm⁴)
Section modulus Sy6.35 in³ (104 cm³)
Radius of gyration ry1.27 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W18x3517.7 × 63551057.6−12 %−17 %
W18x40 (this page)17.9 × 6.024061268.4——
W18x4618.1 × 6.064671278.8+15 %+16 %

Deflection example

A simply supported W18x40 spanning 29 ft with a 10 kip point load at midspan deflects 0.5 in (E = 29,000 ksi, Ix = 612 in⁴). The L/360 serviceability limit for this span is 0.97 in — the shape passes this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a W18x40 beam weigh?

W18x40 weighs 40 pounds per foot (59.5 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 800 lb and a 40 ft bar 1,600 lb.

What are the dimensions of a W18x40?

W18x40 is 17.9 in (454.7 mm) deep with a 6.02 in (152.9 mm) wide flange. The web is 0.32 in thick and the flanges are 0.53 in thick. Note the actual depth differs from the nominal W18 label — always design with the actual value.

What are the dimensions of a W18x40 in mm?

W18x40 is 454.7 mm deep with a 152.9 mm wide flange; the web is 8 mm and the flange 13.3 mm thick. In metric section properties: Ix = 25,473 cm⁴, Sx = 1,121 cm³.

How much does a W18x40 weigh in kg?

59.5 kg per meter. A 6 m bar weighs 357 kg and a 12 m bar 714 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a W18x40?

About the strong axis, Ix = 612 in⁴ (25,473 cm⁴) with section modulus Sx = 68.4 in³. About the weak axis, Iy = 19.1 in⁴ and Sy = 6.35 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W18x40 or W18x46 — what does one size up change?

W18x46 is about 15% heavier (46 vs 40 lb/ft) but about 16% stiffer (Ix 712 vs 612 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