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W18x97 — Dimensions, Weight & Section Properties

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

W18x97 is an American wide-flange beam 18.6 inches (472.4 mm) deep with a 11.1 in (281.9 mm) flange, weighing 97 pounds per foot (144.4 kg/m) — that is what the "97" 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.

W18x97: cross-section drawn to scale from the AISC dimensions (d 18.6, bf 11.1, tw 0.535, tf 0.87 in)h 18.6b 11.1tw 0.5 · tf 0.9 in
W18x97: cross-section drawn to scale from the AISC dimensions (d 18.6, bf 11.1, tw 0.535, tf 0.87 in)

Dimensions

Depth d18.6 in (472.4 mm)
Flange width bf11.1 in (281.9 mm)
Web thickness tw0.535 in (13.6 mm)
Flange thickness tf0.87 in (22.1 mm)

Weight & Cross-Section

Weight per foot97 lb/ft (144.4 kg/m)
20 ft bar1,940 lb
40 ft bar3,880 lb
Area A28.5 in² (183.9 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix1,750 in⁴ (72,840 cm⁴)
Section modulus Sx188 in³ (3,081 cm³)
Radius of gyration rx7.82 in
Moment of inertia Iy201 in⁴ (8,366 cm⁴)
Section modulus Sy36.1 in³ (592 cm³)
Radius of gyration ry2.65 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W18x8618.4 × 11.1861,530166−11 %−13 %
W18x97 (this page)18.6 × 11.1971,750188——
W18x10618.7 × 11.21061,910204+9 %+9 %

Deflection example

A simply supported W18x97 spanning 30 ft with a 10 kip point load at midspan deflects 0.19 in (E = 29,000 ksi, Ix = 1,750 in⁴). The L/360 serviceability limit for this span is 1 in — the shape passes this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a W18x97 beam weigh?

W18x97 weighs 97 pounds per foot (144.4 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 1,940 lb and a 40 ft bar 3,880 lb.

What are the dimensions of a W18x97?

W18x97 is 18.6 in (472.4 mm) deep with a 11.1 in (281.9 mm) wide flange. The web is 0.54 in thick and the flanges are 0.87 in thick. Note the actual depth differs from the nominal W18 label — always design with the actual value.

What are the dimensions of a W18x97 in mm?

W18x97 is 472.4 mm deep with a 281.9 mm wide flange; the web is 13.6 mm and the flange 22.1 mm thick. In metric section properties: Ix = 72,840 cm⁴, Sx = 3,081 cm³.

How much does a W18x97 weigh in kg?

144.4 kg per meter. A 6 m bar weighs 866 kg and a 12 m bar 1,732 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a W18x97?

About the strong axis, Ix = 1,750 in⁴ (72,840 cm⁴) with section modulus Sx = 188 in³. About the weak axis, Iy = 201 in⁴ and Sy = 36.1 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W18x97 or W18x106 — what does one size up change?

W18x106 is about 9% heavier (106 vs 97 lb/ft) but about 9% stiffer (Ix 1,910 vs 1,750 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