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W14x550 — Dimensions, Weight & Section Properties

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

W14x550 is an American wide-flange beam 20.2 inches (513.1 mm) deep with a 17.2 in (436.9 mm) flange, weighing 550 pounds per foot (818.5 kg/m) — that is what the "550" 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.

W14x550: cross-section drawn to scale from the AISC dimensions (d 20.2, bf 17.2, tw 2.38, tf 3.82 in)h 20.2b 17.2tw 2.4 · tf 3.8 in
W14x550: cross-section drawn to scale from the AISC dimensions (d 20.2, bf 17.2, tw 2.38, tf 3.82 in)

Dimensions

Depth d20.2 in (513.1 mm)
Flange width bf17.2 in (436.9 mm)
Web thickness tw2.38 in (60.5 mm)
Flange thickness tf3.82 in (97 mm)

Weight & Cross-Section

Weight per foot550 lb/ft (818.5 kg/m)
20 ft bar11,000 lb
40 ft bar22,000 lb
Area A162 in² (1,045.2 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix9,430 in⁴ (392,505 cm⁴)
Section modulus Sx931 in³ (15,256 cm³)
Radius of gyration rx7.63 in
Moment of inertia Iy3,250 in⁴ (135,275 cm⁴)
Section modulus Sy378 in³ (6,194 cm³)
Radius of gyration ry4.49 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W14x50019.6 × 175008,210838−9 %−13 %
W14x550 (this page)20.2 × 17.25509,430931——
W14x60520.9 × 17.460510,8001,040+10 %+15 %

Deflection example

A simply supported W14x550 spanning 32 ft with a 10 kip point load at midspan deflects 0.04 in (E = 29,000 ksi, Ix = 9,430 in⁴). The L/360 serviceability limit for this span is 1.07 in — the shape passes this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a W14x550 beam weigh?

W14x550 weighs 550 pounds per foot (818.5 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 11,000 lb and a 40 ft bar 22,000 lb.

What are the dimensions of a W14x550?

W14x550 is 20.2 in (513.1 mm) deep with a 17.2 in (436.9 mm) wide flange. The web is 2.38 in thick and the flanges are 3.82 in thick. Note the actual depth differs from the nominal W14 label — always design with the actual value.

What are the dimensions of a W14x550 in mm?

W14x550 is 513.1 mm deep with a 436.9 mm wide flange; the web is 60.5 mm and the flange 97 mm thick. In metric section properties: Ix = 392,505 cm⁴, Sx = 15,256 cm³.

How much does a W14x550 weigh in kg?

818.5 kg per meter. A 6 m bar weighs 4,911 kg and a 12 m bar 9,822 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a W14x550?

About the strong axis, Ix = 9,430 in⁴ (392,505 cm⁴) with section modulus Sx = 931 in³. About the weak axis, Iy = 3,250 in⁴ and Sy = 378 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W14x550 or W14x605 — what does one size up change?

W14x605 is about 10% heavier (605 vs 550 lb/ft) but about 15% stiffer (Ix 10,800 vs 9,430 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