Joist / Deck Cantilever Ratio Check (IRC R507.6)

The 1:4 deck rule: a joist may overhang its support by a quarter of its backspan.

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Example

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Checked against published worked examples from: Journal of Light Construction (reposted by Marvel Builders).

Details, formula, and sources

ScopeIRC Table R507.6 holds a deck joist to no more than a quarter of its backspan (the span back to the next support), then caps or forbids the cantilever by joist size and species. A 10 ft backspan of 2x10 southern pine allows 2.5 ft, so a 3 ft overhang EXCEEDS it; the same backspan of 2x6 allows none. A floor cantilever is limited to the joist depth under R502.3.3. The tables also require an uplift check, and a beam, wall, or roof bearing on the tip is a separate engineered case. This reads the Table R507.6 cantilever limits (capped at backspan / 4); the joist span itself, the tip load, the support connection, and the AHJ-adopted code govern. Distinct from a cantilever-beam moment and deflection analysis.

Formula or tabletable_limit_ft = IRC 2024 Table R507.6 (identical to 2021) maximum cantilever for the joist size and species at the tabulated backspan column at or above backspan_ft (NP = not permitted); ratio_limit_ft = backspan_ft / 4; cantilever_max_ft = min(table_limit_ft, ratio_limit_ft); within_limit when overhang_ft <= cantilever_max_ft; margin_ft = cantilever_max_ft - overhang_ft.

Source and editionIRC 2024 Table R507.6 (deck joist spans and cantilevers, 40 psf live load; every cantilever value identical to IRC 2021, checked 2026-10-17), by name; backspan columns 4 to 18 ft. The AHJ-adopted IRC edition governs.

Free accessIRC Table R507.6 is a prescriptive table (many jurisdictions post the adopted IRC); the tile reads its cantilever columns for the entered joist size, species, and backspan.

What governsEstimate. AHJ and licensed professional govern.

API field namesbackspan_ft, overhang_ft, joist_size, species, cantilever_max_ft, margin_ft

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