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W14x257 — Dimensions, Weight & Section Properties

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

W14x257 is an American wide-flange beam 16.4 inches (416.6 mm) deep with a 16 in (406.4 mm) flange, weighing 257 pounds per foot (382.5 kg/m) — that is what the "257" 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.

W14x257: cross-section drawn to scale from the AISC dimensions (d 16.4, bf 16, tw 1.18, tf 1.89 in)h 16.4b 16tw 1.2 · tf 1.9 in
W14x257: cross-section drawn to scale from the AISC dimensions (d 16.4, bf 16, tw 1.18, tf 1.89 in)

Dimensions

Depth d16.4 in (416.6 mm)
Flange width bf16 in (406.4 mm)
Web thickness tw1.18 in (30 mm)
Flange thickness tf1.89 in (48 mm)

Weight & Cross-Section

Weight per foot257 lb/ft (382.5 kg/m)
20 ft bar5,140 lb
40 ft bar10,280 lb
Area A75.6 in² (487.7 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix3,400 in⁴ (141,518 cm⁴)
Section modulus Sx415 in³ (6,801 cm³)
Radius of gyration rx6.71 in
Moment of inertia Iy1,290 in⁴ (53,694 cm⁴)
Section modulus Sy161 in³ (2,638 cm³)
Radius of gyration ry4.13 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W14x23316 × 15.92333,010375−9 %−11 %
W14x257 (this page)16.4 × 162573,400415——
W14x28316.7 × 16.12833,840459+10 %+13 %

Deflection example

A simply supported W14x257 spanning 26 ft with a 10 kip point load at midspan deflects 0.06 in (E = 29,000 ksi, Ix = 3,400 in⁴). The L/360 serviceability limit for this span is 0.87 in — the shape passes this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a W14x257 beam weigh?

W14x257 weighs 257 pounds per foot (382.5 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 5,140 lb and a 40 ft bar 10,280 lb.

What are the dimensions of a W14x257?

W14x257 is 16.4 in (416.6 mm) deep with a 16 in (406.4 mm) wide flange. The web is 1.18 in thick and the flanges are 1.89 in thick. Note the actual depth differs from the nominal W14 label — always design with the actual value.

What are the dimensions of a W14x257 in mm?

W14x257 is 416.6 mm deep with a 406.4 mm wide flange; the web is 30 mm and the flange 48 mm thick. In metric section properties: Ix = 141,518 cm⁴, Sx = 6,801 cm³.

How much does a W14x257 weigh in kg?

382.5 kg per meter. A 6 m bar weighs 2,295 kg and a 12 m bar 4,590 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a W14x257?

About the strong axis, Ix = 3,400 in⁴ (141,518 cm⁴) with section modulus Sx = 415 in³. About the weak axis, Iy = 1,290 in⁴ and Sy = 161 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W14x257 or W14x283 — what does one size up change?

W14x283 is about 10% heavier (283 vs 257 lb/ft) but about 13% stiffer (Ix 3,840 vs 3,400 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