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W14x426 — Dimensions, Weight & Section Properties

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

W14x426 is an American wide-flange beam 18.7 inches (475 mm) deep with a 16.7 in (424.2 mm) flange, weighing 426 pounds per foot (634 kg/m) — that is what the "426" 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.

W14x426: cross-section drawn to scale from the AISC dimensions (d 18.7, bf 16.7, tw 1.88, tf 3.04 in)h 18.7b 16.7tw 1.9 · tf 3 in
W14x426: cross-section drawn to scale from the AISC dimensions (d 18.7, bf 16.7, tw 1.88, tf 3.04 in)

Dimensions

Depth d18.7 in (475 mm)
Flange width bf16.7 in (424.2 mm)
Web thickness tw1.88 in (47.8 mm)
Flange thickness tf3.04 in (77.2 mm)

Weight & Cross-Section

Weight per foot426 lb/ft (634 kg/m)
20 ft bar8,520 lb
40 ft bar17,040 lb
Area A125 in² (806.5 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix6,600 in⁴ (274,712 cm⁴)
Section modulus Sx706 in³ (11,569 cm³)
Radius of gyration rx7.26 in
Moment of inertia Iy2,360 in⁴ (98,230 cm⁴)
Section modulus Sy283 in³ (4,638 cm³)
Radius of gyration ry4.34 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W14x39818.3 × 16.63986,000656−7 %−9 %
W14x426 (this page)18.7 × 16.74266,600706——
W14x45519 × 16.84557,190756+7 %+9 %

Deflection example

A simply supported W14x426 spanning 30 ft with a 10 kip point load at midspan deflects 0.05 in (E = 29,000 ksi, Ix = 6,600 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 W14x426 beam weigh?

W14x426 weighs 426 pounds per foot (634 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 8,520 lb and a 40 ft bar 17,040 lb.

What are the dimensions of a W14x426?

W14x426 is 18.7 in (475 mm) deep with a 16.7 in (424.2 mm) wide flange. The web is 1.88 in thick and the flanges are 3.04 in thick. Note the actual depth differs from the nominal W14 label — always design with the actual value.

What are the dimensions of a W14x426 in mm?

W14x426 is 475 mm deep with a 424.2 mm wide flange; the web is 47.8 mm and the flange 77.2 mm thick. In metric section properties: Ix = 274,712 cm⁴, Sx = 11,569 cm³.

How much does a W14x426 weigh in kg?

634 kg per meter. A 6 m bar weighs 3,804 kg and a 12 m bar 7,608 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a W14x426?

About the strong axis, Ix = 6,600 in⁴ (274,712 cm⁴) with section modulus Sx = 706 in³. About the weak axis, Iy = 2,360 in⁴ and Sy = 283 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W14x426 or W14x455 — what does one size up change?

W14x455 is about 7% heavier (455 vs 426 lb/ft) but about 9% stiffer (Ix 7,190 vs 6,600 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