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W16x50 — Dimensions, Weight & Section Properties

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

W16x50 is an American wide-flange beam 16.3 inches (414 mm) deep with a 7.07 in (179.6 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.

W16x50: cross-section drawn to scale from the AISC dimensions (d 16.3, bf 7.07, tw 0.38, tf 0.63 in)h 16.3b 7.1tw 0.4 · tf 0.6 in
W16x50: cross-section drawn to scale from the AISC dimensions (d 16.3, bf 7.07, tw 0.38, tf 0.63 in)

Dimensions

Depth d16.3 in (414 mm)
Flange width bf7.07 in (179.6 mm)
Web thickness tw0.38 in (9.7 mm)
Flange thickness tf0.63 in (16 mm)

Weight & Cross-Section

Weight per foot50 lb/ft (74.4 kg/m)
20 ft bar1,000 lb
40 ft bar2,000 lb
Area A14.7 in² (94.8 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix659 in⁴ (27,430 cm⁴)
Section modulus Sx81 in³ (1,327 cm³)
Radius of gyration rx6.68 in
Moment of inertia Iy37.2 in⁴ (1,548 cm⁴)
Section modulus Sy10.5 in³ (172 cm³)
Radius of gyration ry1.59 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W16x4516.1 × 7.044558672.7−10 %−11 %
W16x50 (this page)16.3 × 7.075065981——
W16x5716.4 × 7.125775892.2+14 %+15 %

Deflection example

A simply supported W16x50 spanning 26 ft with a 10 kip point load at midspan deflects 0.33 in (E = 29,000 ksi, Ix = 659 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 W16x50 beam weigh?

W16x50 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 W16x50?

W16x50 is 16.3 in (414 mm) deep with a 7.07 in (179.6 mm) wide flange. The web is 0.38 in thick and the flanges are 0.63 in thick. Note the actual depth differs from the nominal W16 label — always design with the actual value.

What are the dimensions of a W16x50 in mm?

W16x50 is 414 mm deep with a 179.6 mm wide flange; the web is 9.7 mm and the flange 16 mm thick. In metric section properties: Ix = 27,430 cm⁴, Sx = 1,327 cm³.

How much does a W16x50 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 W16x50?

About the strong axis, Ix = 659 in⁴ (27,430 cm⁴) with section modulus Sx = 81 in³. About the weak axis, Iy = 37.2 in⁴ and Sy = 10.5 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W16x50 or W16x57 — what does one size up change?

W16x57 is about 14% heavier (57 vs 50 lb/ft) but about 15% stiffer (Ix 758 vs 659 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