MetalAbout Logo

W14x665 — Dimensions, Weight & Section Properties

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

W14x665 is an American wide-flange beam 21.6 inches (548.6 mm) deep with a 17.7 in (449.6 mm) flange, weighing 665 pounds per foot (989.7 kg/m) — that is what the "665" 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.

W14x665: cross-section drawn to scale from the AISC dimensions (d 21.6, bf 17.7, tw 2.83, tf 4.52 in)h 21.6b 17.7tw 2.8 · tf 4.5 in
W14x665: cross-section drawn to scale from the AISC dimensions (d 21.6, bf 17.7, tw 2.83, tf 4.52 in)

Dimensions

Depth d21.6 in (548.6 mm)
Flange width bf17.7 in (449.6 mm)
Web thickness tw2.83 in (71.9 mm)
Flange thickness tf4.52 in (114.8 mm)

Weight & Cross-Section

Weight per foot665 lb/ft (989.7 kg/m)
20 ft bar13,300 lb
40 ft bar26,600 lb
Area A196 in² (1,264.5 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix12,400 in⁴ (516,125 cm⁴)
Section modulus Sx1,150 in³ (18,845 cm³)
Radius of gyration rx7.98 in
Moment of inertia Iy4,170 in⁴ (173,568 cm⁴)
Section modulus Sy472 in³ (7,735 cm³)
Radius of gyration ry4.62 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W14x60520.9 × 17.460510,8001,040−9 %−13 %
W14x665 (this page)21.6 × 17.766512,4001,150——
W14x73022.4 × 17.973014,3001,280+10 %+15 %

Deflection example

A simply supported W14x665 spanning 35 ft with a 10 kip point load at midspan deflects 0.04 in (E = 29,000 ksi, Ix = 12,400 in⁴). The L/360 serviceability limit for this span is 1.17 in — the shape passes this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a W14x665 beam weigh?

W14x665 weighs 665 pounds per foot (989.7 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 13,300 lb and a 40 ft bar 26,600 lb.

What are the dimensions of a W14x665?

W14x665 is 21.6 in (548.6 mm) deep with a 17.7 in (449.6 mm) wide flange. The web is 2.83 in thick and the flanges are 4.52 in thick. Note the actual depth differs from the nominal W14 label — always design with the actual value.

What are the dimensions of a W14x665 in mm?

W14x665 is 548.6 mm deep with a 449.6 mm wide flange; the web is 71.9 mm and the flange 114.8 mm thick. In metric section properties: Ix = 516,125 cm⁴, Sx = 18,845 cm³.

How much does a W14x665 weigh in kg?

989.7 kg per meter. A 6 m bar weighs 5,938 kg and a 12 m bar 11,876 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a W14x665?

About the strong axis, Ix = 12,400 in⁴ (516,125 cm⁴) with section modulus Sx = 1,150 in³. About the weak axis, Iy = 4,170 in⁴ and Sy = 472 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W14x665 or W14x730 — what does one size up change?

W14x730 is about 10% heavier (730 vs 665 lb/ft) but about 15% stiffer (Ix 14,300 vs 12,400 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