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W12x50 — Dimensions, Weight & Section Properties

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

W12x50 is an American wide-flange beam 12.2 inches (309.9 mm) deep with a 8.08 in (205.2 mm) flange, weighing 50 pounds per foot (74.4 kg/m) — that is what the "50" 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.

W12x50: cross-section drawn to scale from the AISC dimensions (d 12.2, bf 8.08, tw 0.37, tf 0.64 in)h 12.2b 8.1tw 0.4 · tf 0.6 in
W12x50: cross-section drawn to scale from the AISC dimensions (d 12.2, bf 8.08, tw 0.37, tf 0.64 in)

Dimensions

Depth d12.2 in (309.9 mm)
Flange width bf8.08 in (205.2 mm)
Web thickness tw0.37 in (9.4 mm)
Flange thickness tf0.64 in (16.3 mm)

Weight & Cross-Section

Weight per foot50 lb/ft (74.4 kg/m)
20 ft bar1,000 lb
40 ft bar2,000 lb
Area A14.6 in² (94.2 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix391 in⁴ (16,275 cm⁴)
Section modulus Sx64.2 in³ (1,052 cm³)
Radius of gyration rx5.18 in
Moment of inertia Iy56.3 in⁴ (2,343 cm⁴)
Section modulus Sy13.9 in³ (228 cm³)
Radius of gyration ry1.96 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W12x4512.1 × 8.054534857.7−10 %−11 %
W12x50 (this page)12.2 × 8.085039164.2——
W12x5312.1 × 105342570.6+6 %+9 %

Deflection example

A simply supported W12x50 spanning 20 ft with a 10 kip point load at midspan deflects 0.25 in (E = 29,000 ksi, Ix = 391 in⁴). The L/360 serviceability limit for this span is 0.67 in — the shape passes this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a W12x50 beam weigh?

W12x50 weighs 50 pounds per foot (74.4 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 1,000 lb and a 40 ft bar 2,000 lb.

What are the dimensions of a W12x50?

W12x50 is 12.2 in (309.9 mm) deep with a 8.08 in (205.2 mm) wide flange. The web is 0.37 in thick and the flanges are 0.64 in thick. Note the actual depth differs from the nominal W12 label — always design with the actual value.

What are the dimensions of a W12x50 in mm?

W12x50 is 309.9 mm deep with a 205.2 mm wide flange; the web is 9.4 mm and the flange 16.3 mm thick. In metric section properties: Ix = 16,275 cm⁴, Sx = 1,052 cm³.

How much does a W12x50 weigh in kg?

74.4 kg per meter. A 6 m bar weighs 446 kg and a 12 m bar 893 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a W12x50?

About the strong axis, Ix = 391 in⁴ (16,275 cm⁴) with section modulus Sx = 64.2 in³. About the weak axis, Iy = 56.3 in⁴ and Sy = 13.9 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W12x50 or W12x53 — what does one size up change?

W12x53 is about 6% heavier (53 vs 50 lb/ft) but about 9% stiffer (Ix 425 vs 391 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