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W18x158 — Dimensions, Weight & Section Properties

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

W18x158 is an American wide-flange beam 19.7 inches (500.4 mm) deep with a 11.3 in (287 mm) flange, weighing 158 pounds per foot (235.1 kg/m) — that is what the "158" 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.

W18x158: cross-section drawn to scale from the AISC dimensions (d 19.7, bf 11.3, tw 0.81, tf 1.44 in)h 19.7b 11.3tw 0.8 · tf 1.4 in
W18x158: cross-section drawn to scale from the AISC dimensions (d 19.7, bf 11.3, tw 0.81, tf 1.44 in)

Dimensions

Depth d19.7 in (500.4 mm)
Flange width bf11.3 in (287 mm)
Web thickness tw0.81 in (20.6 mm)
Flange thickness tf1.44 in (36.6 mm)

Weight & Cross-Section

Weight per foot158 lb/ft (235.1 kg/m)
20 ft bar3,160 lb
40 ft bar6,320 lb
Area A46.3 in² (298.7 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix3,060 in⁴ (127,366 cm⁴)
Section modulus Sx310 in³ (5,080 cm³)
Radius of gyration rx8.12 in
Moment of inertia Iy347 in⁴ (14,443 cm⁴)
Section modulus Sy61.4 in³ (1,006 cm³)
Radius of gyration ry2.74 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W18x14319.5 × 11.21432,750282−9 %−10 %
W18x158 (this page)19.7 × 11.31583,060310——
W18x17520 × 11.41753,450344+11 %+13 %

Deflection example

A simply supported W18x158 spanning 32 ft with a 10 kip point load at midspan deflects 0.13 in (E = 29,000 ksi, Ix = 3,060 in⁴). The L/360 serviceability limit for this span is 1.07 in — the shape passes this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a W18x158 beam weigh?

W18x158 weighs 158 pounds per foot (235.1 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 3,160 lb and a 40 ft bar 6,320 lb.

What are the dimensions of a W18x158?

W18x158 is 19.7 in (500.4 mm) deep with a 11.3 in (287 mm) wide flange. The web is 0.81 in thick and the flanges are 1.44 in thick. Note the actual depth differs from the nominal W18 label — always design with the actual value.

What are the dimensions of a W18x158 in mm?

W18x158 is 500.4 mm deep with a 287 mm wide flange; the web is 20.6 mm and the flange 36.6 mm thick. In metric section properties: Ix = 127,366 cm⁴, Sx = 5,080 cm³.

How much does a W18x158 weigh in kg?

235.1 kg per meter. A 6 m bar weighs 1,411 kg and a 12 m bar 2,822 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a W18x158?

About the strong axis, Ix = 3,060 in⁴ (127,366 cm⁴) with section modulus Sx = 310 in³. About the weak axis, Iy = 347 in⁴ and Sy = 61.4 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W18x158 or W18x175 — what does one size up change?

W18x175 is about 11% heavier (175 vs 158 lb/ft) but about 13% stiffer (Ix 3,450 vs 3,060 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