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Rafter Span Calculator

Find the maximum horizontal span of a rafter for your species, size, spacing, roof load and ceiling, and check a planned span.

Free · No sign-up · Shows the math · Updated 2026-11-08

Quick answer

Douglas fir-larch No. 2 rafters at 16 in on center, 30 psf ground snow, 10 psf dead load and an attached ceiling (L/240) span about: 2×6 12′1″, 2×8 15′4″, 2×10 18′9″ and 2×12 21′8″, measured horizontally. Heavier snow or roofing shortens the span.

Rafter span chart: Douglas fir-larch No. 2, 10 psf dead load, ceiling attached (L/240)

Rafter20 psf roof live30 psf snow50 psf snow70 psf snow
2×4 at 12 in9′10″8′7″7′3″6′6″
2×4 at 16 in8′11″7′10″6′7″5′10″
2×4 at 24 in7′10″6′9″5′6″4′9″
2×6 at 12 in15′6″13′6″11′5″9′10″
2×6 at 16 in14′1″12′1″9′10″8′7″
2×6 at 24 in11′11″9′10″8′1″7′0″
2×8 at 12 in20′5″17′8″14′5″12′6″
2×8 at 16 in18′5″15′4″12′6″10′10″
2×8 at 24 in15′1″12′6″10′3″8′10″
2×10 at 12 in26′0″21′7″17′8″15′3″
2×10 at 16 in22′6″18′9″15′3″13′3″
2×10 at 24 in18′5″15′3″12′6″10′10″
2×12 at 12 in30′2″25′1″20′5″17′9″
2×12 at 16 in26′1″21′8″17′9″15′4″
2×12 at 24 in21′4″17′9″14′6″12′6″

Spans are horizontal projections. To get the rafter's length along the slope, multiply by the slope factor from the roof pitch calculator.

Frequently asked questions

How far can a 2×6 rafter span?

About 12′1″ horizontally for Douglas fir-larch No. 2 at 16 in on center with 30 psf snow, a 10 psf roof and an attached ceiling.

How far can a 2×8 rafter span?

About 15′4″ horizontally under the same loads.

Is rafter span measured horizontally?

Yes. Code span tables use the horizontal distance between supports, not the length along the slope.

What snow load should I use?

Use your local ground snow load from the building department; it ranges from 0 in the South to 70 psf or more in mountain areas.

What does "ceiling attached" change?

A ceiling (drywall) attached to the rafters must not crack, so the rafter must be stiffer: L/240 instead of L/180.

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Sources and assumptions

Bending, deflection and shear checks with NDS 2018 No. 2 design values, repetitive-member factor 1.15 and load-duration factors 1.15 (snow) and 1.25 (roof live load), applying the snow or live load to the horizontal projection, as in IRC rafter tables. Values may differ slightly from your code book's table. Rafter thrust, ceiling-joist ties and heel heights are not checked; follow your local code.