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W18x258 — Dimensions, Weight & Section Properties

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

W18x258 is an American wide-flange beam 21.5 inches (546.1 mm) deep with a 11.8 in (299.7 mm) flange, weighing 258 pounds per foot (384 kg/m) — that is what the "258" 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.

W18x258: cross-section drawn to scale from the AISC dimensions (d 21.5, bf 11.8, tw 1.28, tf 2.3 in)h 21.5b 11.8tw 1.3 · tf 2.3 in
W18x258: cross-section drawn to scale from the AISC dimensions (d 21.5, bf 11.8, tw 1.28, tf 2.3 in)

Dimensions

Depth d21.5 in (546.1 mm)
Flange width bf11.8 in (299.7 mm)
Web thickness tw1.28 in (32.5 mm)
Flange thickness tf2.3 in (58.4 mm)

Weight & Cross-Section

Weight per foot258 lb/ft (384 kg/m)
20 ft bar5,160 lb
40 ft bar10,320 lb
Area A76 in² (490.3 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix5,510 in⁴ (229,343 cm⁴)
Section modulus Sx514 in³ (8,423 cm³)
Radius of gyration rx8.53 in
Moment of inertia Iy628 in⁴ (26,139 cm⁴)
Section modulus Sy107 in³ (1,753 cm³)
Radius of gyration ry2.88 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W18x23421.1 × 11.72344,900466−9 %−11 %
W18x258 (this page)21.5 × 11.82585,510514——
W18x28321.9 × 11.92836,170565+10 %+12 %

Deflection example

A simply supported W18x258 spanning 34 ft with a 10 kip point load at midspan deflects 0.09 in (E = 29,000 ksi, Ix = 5,510 in⁴). The L/360 serviceability limit for this span is 1.13 in — the shape passes this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a W18x258 beam weigh?

W18x258 weighs 258 pounds per foot (384 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 5,160 lb and a 40 ft bar 10,320 lb.

What are the dimensions of a W18x258?

W18x258 is 21.5 in (546.1 mm) deep with a 11.8 in (299.7 mm) wide flange. The web is 1.28 in thick and the flanges are 2.3 in thick. Note the actual depth differs from the nominal W18 label — always design with the actual value.

What are the dimensions of a W18x258 in mm?

W18x258 is 546.1 mm deep with a 299.7 mm wide flange; the web is 32.5 mm and the flange 58.4 mm thick. In metric section properties: Ix = 229,343 cm⁴, Sx = 8,423 cm³.

How much does a W18x258 weigh in kg?

384 kg per meter. A 6 m bar weighs 2,304 kg and a 12 m bar 4,607 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a W18x258?

About the strong axis, Ix = 5,510 in⁴ (229,343 cm⁴) with section modulus Sx = 514 in³. About the weak axis, Iy = 628 in⁴ and Sy = 107 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W18x258 or W18x283 — what does one size up change?

W18x283 is about 10% heavier (283 vs 258 lb/ft) but about 12% stiffer (Ix 6,170 vs 5,510 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