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W14x342 — Dimensions, Weight & Section Properties

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

W14x342 is an American wide-flange beam 17.5 inches (444.5 mm) deep with a 16.4 in (416.6 mm) flange, weighing 342 pounds per foot (509 kg/m) — that is what the "342" 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.

W14x342: cross-section drawn to scale from the AISC dimensions (d 17.5, bf 16.4, tw 1.54, tf 2.47 in)h 17.5b 16.4tw 1.5 · tf 2.5 in
W14x342: cross-section drawn to scale from the AISC dimensions (d 17.5, bf 16.4, tw 1.54, tf 2.47 in)

Dimensions

Depth d17.5 in (444.5 mm)
Flange width bf16.4 in (416.6 mm)
Web thickness tw1.54 in (39.1 mm)
Flange thickness tf2.47 in (62.7 mm)

Weight & Cross-Section

Weight per foot342 lb/ft (509 kg/m)
20 ft bar6,840 lb
40 ft bar13,680 lb
Area A101 in² (651.6 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix4,900 in⁴ (203,953 cm⁴)
Section modulus Sx559 in³ (9,160 cm³)
Radius of gyration rx6.98 in
Moment of inertia Iy1,810 in⁴ (75,338 cm⁴)
Section modulus Sy221 in³ (3,622 cm³)
Radius of gyration ry4.24 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W14x31117.1 × 16.23114,330506−9 %−12 %
W14x342 (this page)17.5 × 16.43424,900559——
W14x37017.9 × 16.53705,440607+8 %+11 %

Deflection example

A simply supported W14x342 spanning 28 ft with a 10 kip point load at midspan deflects 0.06 in (E = 29,000 ksi, Ix = 4,900 in⁴). The L/360 serviceability limit for this span is 0.93 in — the shape passes this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a W14x342 beam weigh?

W14x342 weighs 342 pounds per foot (509 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 6,840 lb and a 40 ft bar 13,680 lb.

What are the dimensions of a W14x342?

W14x342 is 17.5 in (444.5 mm) deep with a 16.4 in (416.6 mm) wide flange. The web is 1.54 in thick and the flanges are 2.47 in thick. Note the actual depth differs from the nominal W14 label — always design with the actual value.

What are the dimensions of a W14x342 in mm?

W14x342 is 444.5 mm deep with a 416.6 mm wide flange; the web is 39.1 mm and the flange 62.7 mm thick. In metric section properties: Ix = 203,953 cm⁴, Sx = 9,160 cm³.

How much does a W14x342 weigh in kg?

509 kg per meter. A 6 m bar weighs 3,054 kg and a 12 m bar 6,108 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a W14x342?

About the strong axis, Ix = 4,900 in⁴ (203,953 cm⁴) with section modulus Sx = 559 in³. About the weak axis, Iy = 1,810 in⁴ and Sy = 221 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W14x342 or W14x370 — what does one size up change?

W14x370 is about 8% heavier (370 vs 342 lb/ft) but about 11% stiffer (Ix 5,440 vs 4,900 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