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W18x55 — Dimensions, Weight & Section Properties

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

W18x55 is an American wide-flange beam 18.1 inches (459.7 mm) deep with a 7.53 in (191.3 mm) flange, weighing 55 pounds per foot (81.9 kg/m) — that is what the "55" 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.

W18x55: cross-section drawn to scale from the AISC dimensions (d 18.1, bf 7.53, tw 0.39, tf 0.63 in)h 18.1b 7.5tw 0.4 · tf 0.6 in
W18x55: cross-section drawn to scale from the AISC dimensions (d 18.1, bf 7.53, tw 0.39, tf 0.63 in)

Dimensions

Depth d18.1 in (459.7 mm)
Flange width bf7.53 in (191.3 mm)
Web thickness tw0.39 in (9.9 mm)
Flange thickness tf0.63 in (16 mm)

Weight & Cross-Section

Weight per foot55 lb/ft (81.9 kg/m)
20 ft bar1,100 lb
40 ft bar2,200 lb
Area A16.2 in² (104.5 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix890 in⁴ (37,044 cm⁴)
Section modulus Sx98.3 in³ (1,611 cm³)
Radius of gyration rx7.41 in
Moment of inertia Iy44.9 in⁴ (1,869 cm⁴)
Section modulus Sy11.9 in³ (195 cm³)
Radius of gyration ry1.67 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W18x5018 × 7.55080088.9−9 %−10 %
W18x55 (this page)18.1 × 7.535589098.3——
W18x6018.2 × 7.5660984108+9 %+11 %

Deflection example

A simply supported W18x55 spanning 29 ft with a 10 kip point load at midspan deflects 0.34 in (E = 29,000 ksi, Ix = 890 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 W18x55 beam weigh?

W18x55 weighs 55 pounds per foot (81.9 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 1,100 lb and a 40 ft bar 2,200 lb.

What are the dimensions of a W18x55?

W18x55 is 18.1 in (459.7 mm) deep with a 7.53 in (191.3 mm) wide flange. The web is 0.39 in thick and the flanges are 0.63 in thick. Note the actual depth differs from the nominal W18 label — always design with the actual value.

What are the dimensions of a W18x55 in mm?

W18x55 is 459.7 mm deep with a 191.3 mm wide flange; the web is 9.9 mm and the flange 16 mm thick. In metric section properties: Ix = 37,044 cm⁴, Sx = 1,611 cm³.

How much does a W18x55 weigh in kg?

81.9 kg per meter. A 6 m bar weighs 491 kg and a 12 m bar 982 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a W18x55?

About the strong axis, Ix = 890 in⁴ (37,044 cm⁴) with section modulus Sx = 98.3 in³. About the weak axis, Iy = 44.9 in⁴ and Sy = 11.9 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W18x55 or W18x60 — what does one size up change?

W18x60 is about 9% heavier (60 vs 55 lb/ft) but about 11% stiffer (Ix 984 vs 890 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