MetalAbout Logo

W10x68 — Dimensions, Weight & Section Properties

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

W10x68 is an American wide-flange beam 10.4 inches (264.2 mm) deep with a 10.1 in (256.5 mm) flange, weighing 68 pounds per foot (101.2 kg/m) — that is what the "68" 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.

W10x68: cross-section drawn to scale from the AISC dimensions (d 10.4, bf 10.1, tw 0.47, tf 0.77 in)h 10.4b 10.1tw 0.5 · tf 0.8 in
W10x68: cross-section drawn to scale from the AISC dimensions (d 10.4, bf 10.1, tw 0.47, tf 0.77 in)

Dimensions

Depth d10.4 in (264.2 mm)
Flange width bf10.1 in (256.5 mm)
Web thickness tw0.47 in (11.9 mm)
Flange thickness tf0.77 in (19.6 mm)

Weight & Cross-Section

Weight per foot68 lb/ft (101.2 kg/m)
20 ft bar1,360 lb
40 ft bar2,720 lb
Area A20 in² (129 cm²)

Section Properties (strong / weak axis)

Moment of inertia Ix394 in⁴ (16,399 cm⁴)
Section modulus Sx75.7 in³ (1,240 cm³)
Radius of gyration rx4.44 in
Moment of inertia Iy134 in⁴ (5,577 cm⁴)
Section modulus Sy26.4 in³ (433 cm³)
Radius of gyration ry2.59 in

Compared with the neighbouring sizes

Shaped × bf (in)lb/ftIx (in⁴)Sx (in³)Δ weightΔ Ix
W10x6010.2 × 10.16034166.7−12 %−13 %
W10x68 (this page)10.4 × 10.16839475.7——
W10x7710.6 × 10.27745585.9+13 %+15 %

Deflection example

A simply supported W10x68 spanning 17 ft with a 10 kip point load at midspan deflects 0.16 in (E = 29,000 ksi, Ix = 394 in⁴). The L/360 serviceability limit for this span is 0.57 in — the shape passes this quick check.

Calculate with your own span and load →

Frequently asked questions

How much does a W10x68 beam weigh?

W10x68 weighs 68 pounds per foot (101.2 kg/m). The number after the "x" in the designation is always the weight in lb/ft. A 20 ft bar weighs 1,360 lb and a 40 ft bar 2,720 lb.

What are the dimensions of a W10x68?

W10x68 is 10.4 in (264.2 mm) deep with a 10.1 in (256.5 mm) wide flange. The web is 0.47 in thick and the flanges are 0.77 in thick. Note the actual depth differs from the nominal W10 label — always design with the actual value.

What are the dimensions of a W10x68 in mm?

W10x68 is 264.2 mm deep with a 256.5 mm wide flange; the web is 11.9 mm and the flange 19.6 mm thick. In metric section properties: Ix = 16,399 cm⁴, Sx = 1,240 cm³.

How much does a W10x68 weigh in kg?

101.2 kg per meter. A 6 m bar weighs 607 kg and a 12 m bar 1,214 kg — handy when ordering US shapes from metric suppliers.

What is the moment of inertia of a W10x68?

About the strong axis, Ix = 394 in⁴ (16,399 cm⁴) with section modulus Sx = 75.7 in³. About the weak axis, Iy = 134 in⁴ and Sy = 26.4 in³. Use the beam deflection calculator to turn these into deflection and stress for your span and load.

W10x68 or W10x77 — what does one size up change?

W10x77 is about 13% heavier (77 vs 68 lb/ft) but about 15% stiffer (Ix 455 vs 394 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