How far can a 2×10 deck beam span?

It depends on tributary width and ply count. A 2-ply 2×10 Southern Pine at 6 ft tributary spans 9 ft post-to-post; at 8 ft tributary it drops to 7 ft. A 3-ply at the same numbers gets you 11 ft and 9 ft respectively. SPF and Hem-Fir derate by ~10%. These are IRC 2021 R507.5 prescriptive maxes assuming 40 psf live + 10 psf dead.

How far can a 2×12 deck beam span?

A 2-ply 2×12 Southern Pine at 6 ft tributary spans 11′-3″. At the same tributary, 3-ply gets you 13′-9″ — close to the practical limit before engineered lumber becomes cheaper. SPF / Hem-Fir derate by ~10%. The full table is in the calculator above — pick your tributary and the calculator returns every passing combo.

What's the difference between a 2-ply and 3-ply built-up beam?

2-ply is two boards bolted face-to-face — the standard residential deck beam. 3-ply is three boards. Going from 2-ply to 3-ply at the same size buys you about 18–22% more span. The IRC requires built-up beams to be fastened together with 10d nails 16″ o.c. in two staggered rows (R507.5.2) or equivalent structural screws (Simpson SDS, GRK RSS).

What is tributary width on a deck beam?

Half the joist span on each side of the beam. If your deck is 12 ft deep with a ledger at the house and one beam at the back, the beam carries half the deck = 6 ft tributary. If your deck has two beams (freestanding) and the joists span 12 ft between them, each beam has tributary 12/2/2 = 3 ft (the joist load splits to each end). Get this right — tributary doubles your span sensitivity.

Can I use a single 2× as a beam?

IRC R507.5 prescriptive tables don't include 1-ply beams for decks because their span capacity is too low to be useful. A single 2×10 SP at 6 ft tributary spans only ~5 ft — barely worth the post savings. Always use at least 2-ply for a deck beam. Some jurisdictions allow a single-ply 'flush' beam in specific framing configurations; check with your local AHJ.

Does this calculator account for snow load?

Yes. IRC tables assume 40 psf live load. Set the live load to 50, 60, or 70 psf for light, moderate, or heavy snow zones — the calculator derates the tabulated maximum span by sqrt(40 / load_psf). For ground snow loads above 70 psf or when the deck supports a hot tub, get a stamped engineering review.

How do I cantilever a deck beam past the last post?

IRC R507.5.1 caps beam cantilevers at 1/4 of the allowable back-span. If your 2-ply 2×10 SP at 6 ft tributary is rated for 9 ft span, you can cantilever up to 2′-3″ past the last post. This lets you keep posts inboard for cleaner aesthetics. Set the cantilever input on this calculator to verify your design.

Should the beam sit on top of posts or notch into them?

Top-mount is the IRC preference (R507.5) — the beam bears on the post via a Simpson PCZ post cap, so the load path is pure compression. Notched (saddle) connections are allowed but require very specific notch dimensions and structural screws. Top-mount is faster to build, easier to inspect, and harder to get wrong — use it unless your design specifically demands a saddle.

What if my span is over 14 feet?

Practical IRC prescriptive max is around 14 ft for the largest 3-ply 2×12 SP at minimum tributary. Beyond that you need either (a) a stamped engineer's design with engineered lumber such as LVL, PSL, or glulam, (b) more posts to break the run, or (c) drop the tributary. Adding posts is almost always the cheapest fix — the calculator suggests post count based on your span.

What's the difference between a beam span and a joist span?

Joists run perpendicular to the beam and span between supports (ledger + beam, or beam + beam). Beam span is the post-to-post run on the beam itself. Joists carry the deck surface load to the beam; the beam carries the joist load to the posts. They use different IRC tables (R507.6 for joists, R507.5 for beams) because the loading mechanism is different — joists carry a uniform load per ft, beams carry concentrated point loads from the joists.

Can I use engineered lumber (LVL, PSL) instead of built-up dimensional?

Yes — and for long spans, you have to. LVL (laminated veneer lumber) and PSL (parallel strand lumber) come in factory-rated sizes with manufacturer load tables in plf. Convert your design to plf using the formula above (load_plf = tributary × 50 psf), then look up the LVL chart for the span you need. LVL is typically 30–50% more expensive per ft than built-up dimensional but can span 50–70% more.

How are built-up beams fastened?

IRC R507.5.2: 10d common nails 16″ o.c. in two staggered rows. Most contractors prefer structural screws — Simpson SDS or GRK RSS at the same spacing — because they don't loosen over the 30-year life of the deck. Glue between plies (PL Premium or equivalent construction adhesive) is an optional but-recommended belt-and-suspenders step. Always fasten before installing the beam, not after.

Does this calculator pass building-department inspection?

Span values come straight from IRC 2021 R507.5 / AWC DCA-6 Table 2 — the same references your inspector uses. Always confirm with your local Authority Having Jurisdiction (AHJ): some jurisdictions amend the IRC, require stamped plans for unusual designs, or use a different code edition. Use the printable PDF as supporting documentation with your permit application.

Does this work for ground-level decks too?

Yes. Beam span is purely a structural calculation — it doesn't care about deck height. Even a ground-level platform deck has tributary load and post-to-post spans, and IRC R507.5 still applies. Ground-level decks often use 4×4 posts (vs 6×6 for elevated) but the beam itself is sized identically.

Can I export this estimate as a PDF for my permit?

Yes. Use the action bar above the results — Save PDF generates a clean, permit-ready document with your inputs, the IRC compliance result, and the relevant code reference. Print works too if you prefer browser-side. Copy Link gives you a shareable URL with all inputs preserved.

Structural · IRC 2021 R507.5

Deck Beam Span Calculator

Maximum beam span (post-to-post) for any size, ply, species, and tributary width — pulled directly from IRC 2021 R507.5 / AWC DCA-6 prescriptive Table 2. PASS/FAIL the moment you change an input, and when your beam fails, the cheapest passing combo at your species + tributary is one tap away.

By SemiSoftwares · DeckMath editorialReviewed against IRC 2021Updated July 2026

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IRC R507.5Auto-fix suggestion4 species2-ply + 3-plySnow-load derateCantilever checkFree forever

R507.5·IRC table

8·Combos at trib

1/4·Cantilever max

<1s·Live calc

Quick answer

What is the maximum beam span for a deck?

Under IRC 2021 Table R507.5, a 2-ply 2×8 Southern Pine beam carrying 6-ft joists spans up to 6′-9″ post to post. A 3-ply 2×10 beam at the same tributary spans 9′-9″; a 3-ply 2×12 spans 11′-3″. The calculator and full chart below cover every size, ply count, species, and tributary load.

(2) 2×8, 6′ joists: 6′-9″
(3) 2×10, 6′ joists: 9′-9″
(3) 2×12, 6′ joists: 11′-3″

Inputs

Beam sizenominal lumber

Ply countBuilt-up: two boards bolted together — most common

Speciescheck the grade stamp

Deck joist spanft (how far the joists span onto this beam)

IRC Table R507.5(1) is indexed by the joist span, not by tributary width. Ledger-attached deck = the deck depth. Enter the full span, not half of it.

Beam spanft (post-to-post on the beam)

Don't include cantilever in this number.

Live loadStandard residential — IRC default

AttachmentLedger carries half — beam carries the other half.

Cantileverft past the last post (optional)

IRC R507.5 limits beam cantilever to 1/4 of the allowable back-span.

IRC R507.5 prescriptive check · SP

FAIL2-ply 2 × 10 · 12′ joist span · 8′-0″ span

IRC max 7′-4″ · 109% utilization · 300 plf load

IRC max span

SP at 12′ joist span

Your span

109% utilization

Over by

Reduce span or upsize

Compliance · IRC 2021

Beam exceeds IRC max by 0′-8″

IRC R507.5

Your 8′-0″ span exceeds the IRC max of 7′-4″ for this combo. Without a fix, the deck won't pass inspection.

Beam plan view · top-down

2-ply 2 × 10 SP · 12′ tributary

Max 7′-4″FAIL

Your 8′-0″ span exceeds the IRC 7′-4″ maximum by 0′-8″. Use the suggestion card below to find a passing combo.

All combos at Southern Pine · 12′ joist span

tap to switch

Size \ ply

2-ply

3-ply

2 × 6

2 × 8

2 × 10

2 × 12

Green = passes your 8′-0″ span. Red = fails. Bold cell = your current selection.

Cheapest passing combos

Ranked by relative built-up cost (lumber index × ply count). Sometimes a 3-ply 2×8 beats a 2-ply 2×12.

Design facts

Tributary load per ft of beam

(40 psf LL + 10 psf DL) × 6′ tributary

300.0 plf

Cantilever max (1/4 back-span)

IRC R507.5.1 — limit on overhang past last post

1′-10″

Snow / live-load derate

40 psf live load · sqrt(40 / LL)

100%

Size your joists too

Beam span is half the framing decision. The Joist Span Calculator (paired IRC R507.6) sizes the joists that load this beam — same UI, same workflow.

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Span values pulled from IRC 2021 R507.5 / AWC DCA-6 prescriptive deck design guide. Always confirm with your local Authority Having Jurisdiction (AHJ). This calculator is not a substitute for a licensed inspector or structural engineer.

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IRC 2021 Table R507.5(1) — Deck Beam Span Chart

Maximum beam span, post to post, for single and built-up No. 2 beams at 40 psf live load. Read the column by the DECK JOIST SPAN the beam carries — the full span the joists cover, not half of it.

IRC 2021 Table R507.5(1) maximum deck beam spans in feet-inches by species group, beam size, plies, and effective deck joist span
Species (No. 2)	Beam (plies × size)	6′ joist span	8′ joist span	10′ joist span	12′ joist span	14′ joist span	16′ joist span	18′ joist span
Southern pine	(1) 2×6	4′-7″	4′-0″	3′-7″	3′-3″	3′-0″	2′-10″	2′-8″
	(1) 2×8	5′-11″	5′-1″	4′-7″	4′-2″	3′-10″	3′-7″	3′-5″
	(1) 2×10	7′-0″	6′-0″	5′-5″	4′-11″	4′-7″	4′-3″	4′-0″
	(1) 2×12	8′-3″	7′-1″	6′-4″	5′-10″	5′-5″	5′-0″	4′-9″
	(2) 2×6	6′-11″	5′-11″	5′-4″	4′-10″	4′-6″	4′-3″	4′-0″
	(2) 2×8	8′-9″	7′-7″	6′-9″	6′-2″	5′-9″	5′-4″	5′-0″
	(2) 2×10	10′-4″	9′-0″	8′-0″	7′-4″	6′-9″	6′-4″	6′-0″
	(2) 2×12	12′-2″	10′-7″	9′-5″	8′-7″	8′-0″	7′-5″	7′-0″
	(3) 2×6	8′-6″	7′-5″	6′-8″	6′-1″	5′-8″	5′-3″	4′-11″
	(3) 2×8	10′-11″	9′-6″	8′-6″	7′-9″	7′-2″	6′-8″	6′-4″
	(3) 2×10	13′-0″	11′-2″	10′-0″	9′-2″	8′-6″	7′-11″	7′-6″
	(3) 2×12	15′-3″	13′-3″	11′-10″	10′-9″	10′-0″	9′-4″	8′-10″
Douglas fir-larch · Hem-fir · Spruce-pine-fir	(1) 2×6	4′-1″	3′-6″	3′-0″	2′-8″	2′-5″	2′-3″	2′-1″
	(1) 2×8	5′-6″	4′-8″	4′-0″	3′-6″	3′-2″	2′-11″	2′-9″
	(1) 2×10	6′-8″	5′-10″	5′-1″	4′-6″	4′-1″	3′-9″	3′-6″
	(1) 2×12	7′-9″	6′-9″	6′-0″	5′-6″	5′-0″	3′-9″	3′-6″
	(2) 2×6	6′-1″	5′-3″	4′-9″	4′-4″	3′-11″	3′-7″	3′-3″
	(2) 2×8	8′-2″	7′-1″	6′-4″	5′-9″	5′-2″	4′-8″	4′-4″
	(2) 2×10	10′-0″	8′-7″	7′-9″	7′-0″	6′-6″	6′-0″	5′-6″
	(2) 2×12	11′-7″	10′-0″	8′-11″	8′-2″	7′-7″	7′-1″	6′-8″
	(3) 2×6	7′-8″	6′-8″	6′-0″	5′-6″	5′-1″	4′-9″	4′-6″
	(3) 2×8	10′-3″	8′-10″	7′-11″	7′-3″	6′-8″	6′-3″	5′-11″
	(3) 2×10	12′-6″	10′-10″	9′-8″	8′-10″	8′-2″	7′-8″	7′-2″
	(3) 2×12	14′-6″	12′-7″	11′-3″	10′-3″	9′-6″	8′-11″	8′-5″
Redwood · Western cedars · Ponderosa pine · Red pine	(1) 2×6	4′-2″	3′-7″	3′-1″	2′-9″	2′-6″	2′-3″	2′-2″
	(1) 2×8	5′-4″	4′-7″	4′-1″	3′-7″	3′-3″	3′-0″	2′-10″
	(1) 2×10	6′-6″	5′-7″	5′-0″	4′-7″	4′-2″	3′-10″	3′-7″
	(1) 2×12	7′-6″	6′-6″	5′-10″	5′-4″	4′-11″	4′-7″	4′-4″
	(2) 2×6	6′-2″	5′-4″	4′-10″	4′-5″	4′-0″	3′-8″	3′-4″
	(2) 2×8	7′-10″	6′-10″	6′-1″	5′-7″	5′-2″	4′-10″	4′-5″
	(2) 2×10	9′-7″	8′-4″	7′-5″	6′-9″	6′-3″	5′-10″	5′-6″
	(2) 2×12	11′-1″	9′-8″	8′-7″	7′-10″	7′-3″	6′-10″	6′-5″
	(3) 2×6	7′-8″	6′-9″	6′-0″	5′-6″	5′-1″	4′-9″	4′-6″
	(3) 2×8	9′-10″	8′-6″	7′-7″	6′-11″	6′-5″	6′-0″	5′-8″
	(3) 2×10	12′-0″	10′-5″	9′-4″	8′-6″	7′-10″	7′-4″	6′-11″
	(3) 2×12	13′-11″	12′-1″	10′-9″	9′-10″	9′-1″	8′-6″	8′-1″

Source: 2021 IRC Table R507.5(1), 40 psf live load. Footnotes: dead load 10 psf, L/Δ = 360 at the main span; No. 2 grade, wet service factor included; beam cantilevers limited to the adjacent span ÷ 4; interpolation permitted, extrapolation is not. (2) 2×10 means a two-ply built-up 2×10 beam. For a snow region use Tables R507.5(2)-(4), which are indexed by ground snow load. Always confirm with your local building department (AHJ).

How to use

How to use the deck beam span calculator in 5 steps.

Pick beam size

Nominal lumber size — 2×6, 2×8, 2×10, or 2×12. Going up one size buys you roughly 20–25% more span at the same ply. Most modern deck beams use 2×10 or 2×12.

Pick ply count

Most residential decks use a 2-ply built-up beam (two boards bolted together). 3-ply gets you ~20% more span at any size — useful for long post-to-post runs or wide tributaries. 1-ply (single beam) is rare for decks and not in the prescriptive table.

Pick species

Same lumber stamp as your joists — Southern Pine (SP) is strongest, Douglas Fir-Larch and Hem-Fir are mid-tier, SPF is the weakest. The grade stamp on the lumber tells you which.

Enter tributary width

Half the joist span on each side of the beam. For a 12-ft-deep deck with one beam at the back and a ledger at the house, the beam tributary is 12/2 = 6 ft. For a freestanding deck with two beams, each beam has tributary = deck depth / 2 / 2 = quarter depth.

Enter post-to-post span

Distance between posts on the beam line. The result tells you whether your beam can span that distance at the chosen size + ply — and if not, the cheapest passing combo is one tap away.

How we calculate

How DeckMath calculates this — IRC 2021 sources.

The Deck Beam Span Calculator answers the second-most-Googled deck-framing question (after joist span): how far can my beam carry between posts before I need a third post, an extra ply, or a deeper section? Inputs are beam size (2×6 through 2×12), ply count (2-ply or 3-ply built-up), species (SPF / DF-L / HF / Southern Pine), the tributary width the beam carries (half the joist span on either side), and your actual post-to-post span. The result comes straight out of IRC 2021 R507.5 / AWC DCA-6 Table 2 — the prescriptive table your inspector reads. When the chosen beam fails, the calculator finds the cheapest size + ply combo at your species that passes — usually the difference between a 2-ply 2×10 and a 3-ply 2×8, either of which gets you the same span at very different lumber bills.

IRC references

IRC 2021 R507.5 — Deck beam spans
IRC 2021 R507.5.1 — Deck beam cantilevers (max 1/4 of back-span)
IRC 2021 R507.5.2 — Built-up beam fastening (10d nails / SDS screws)
IRC 2021 R507.6 — Deck joist spans (paired calculator)
AWC DCA-6 2015 — Prescriptive Residential Wood Deck Construction Guide (IRC-referenced)

Verify against the published source: 2021 International Residential Code (ICC).

Span values from IRC 2021 R507.5 / AWC DCA-6 'Prescriptive Residential Wood Deck Construction Guide' — the document IRC references for prescriptive deck design. Always confirm with your local Authority Having Jurisdiction (AHJ).

IRC max beam span

max_span = TABLE_R507.5(size, ply, tributary, species)

IRC 2021 Table R507.5 publishes prescriptive maximum beam spans for every common combination — 4 sizes × 2 plies × 8 tributary widths × 4 species. We use the AWC DCA-6 supplement (the document IRC references for prescriptive deck design) which gives Southern Pine baselines and a species multiplier (DF-L 0.95, Hem-Fir 0.90, SPF 0.90) to derive the rest.

Tributary load per ft of beam

load_plf = (40 LL + 10 DL) × tributary_ft

Each linear foot of beam carries the entire load of its tributary strip. At 6 ft tributary that's 6 × 50 = 300 plf — the load that flows into every foot of beam from the joists above. This is the load engineered-lumber load tables expect, useful when you need to go beyond the prescriptive table.

Live-load derate (snow zones)

derate = sqrt(40 / live_load_psf)

IRC tables assume 40 psf live load + 10 psf dead load. For higher live loads (snow zones, hot tubs, planters), allowable bending capacity drops with the square root of the load ratio. Same multiplier applied to joist span; we apply it before comparing your post-to-post span to the tabulated max.

Cantilever limit

cantilever_max = 0.25 × max_span

IRC R507.5 caps deck-beam cantilevers at 1/4 of the allowable back-span. So if your 2-ply 2×10 SP at 6 ft tributary is rated for 9 ft span, you can cantilever up to 2′-3″ past the last post — but no more without engineering.

Cheapest passing combo

min(cost_index(size) × ply)

When your chosen beam fails, we search every passing combo at your species + tributary and rank by relative built-up cost. Cost index = lumber cost factor (2×8 = 1.0 baseline, 2×12 = 1.7) × ply count. The cheapest passing combo is sometimes a 3-ply 2×8 (cost 3.0) instead of a 2-ply 2×12 (cost 3.4) — same span, less wood waste.

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Deck beam span questions, answered.

It depends on tributary width and ply count. A 2-ply 2×10 Southern Pine at 6 ft tributary spans 9 ft post-to-post; at 8 ft tributary it drops to 7 ft. A 3-ply at the same numbers gets you 11 ft and 9 ft respectively. SPF and Hem-Fir derate by ~10%. These are IRC 2021 R507.5 prescriptive maxes assuming 40 psf live + 10 psf dead.
A 2-ply 2×12 Southern Pine at 6 ft tributary spans 11′-3″. At the same tributary, 3-ply gets you 13′-9″ — close to the practical limit before engineered lumber becomes cheaper. SPF / Hem-Fir derate by ~10%. The full table is in the calculator above — pick your tributary and the calculator returns every passing combo.
2-ply is two boards bolted face-to-face — the standard residential deck beam. 3-ply is three boards. Going from 2-ply to 3-ply at the same size buys you about 18–22% more span. The IRC requires built-up beams to be fastened together with 10d nails 16″ o.c. in two staggered rows (R507.5.2) or equivalent structural screws (Simpson SDS, GRK RSS).
Half the joist span on each side of the beam. If your deck is 12 ft deep with a ledger at the house and one beam at the back, the beam carries half the deck = 6 ft tributary. If your deck has two beams (freestanding) and the joists span 12 ft between them, each beam has tributary 12/2/2 = 3 ft (the joist load splits to each end). Get this right — tributary doubles your span sensitivity.
IRC R507.5 prescriptive tables don't include 1-ply beams for decks because their span capacity is too low to be useful. A single 2×10 SP at 6 ft tributary spans only ~5 ft — barely worth the post savings. Always use at least 2-ply for a deck beam. Some jurisdictions allow a single-ply 'flush' beam in specific framing configurations; check with your local AHJ.
Yes. IRC tables assume 40 psf live load. Set the live load to 50, 60, or 70 psf for light, moderate, or heavy snow zones — the calculator derates the tabulated maximum span by sqrt(40 / load_psf). For ground snow loads above 70 psf or when the deck supports a hot tub, get a stamped engineering review.
IRC R507.5.1 caps beam cantilevers at 1/4 of the allowable back-span. If your 2-ply 2×10 SP at 6 ft tributary is rated for 9 ft span, you can cantilever up to 2′-3″ past the last post. This lets you keep posts inboard for cleaner aesthetics. Set the cantilever input on this calculator to verify your design.
Top-mount is the IRC preference (R507.5) — the beam bears on the post via a Simpson PCZ post cap, so the load path is pure compression. Notched (saddle) connections are allowed but require very specific notch dimensions and structural screws. Top-mount is faster to build, easier to inspect, and harder to get wrong — use it unless your design specifically demands a saddle.
Practical IRC prescriptive max is around 14 ft for the largest 3-ply 2×12 SP at minimum tributary. Beyond that you need either (a) a stamped engineer's design with engineered lumber such as LVL, PSL, or glulam, (b) more posts to break the run, or (c) drop the tributary. Adding posts is almost always the cheapest fix — the calculator suggests post count based on your span.
Joists run perpendicular to the beam and span between supports (ledger + beam, or beam + beam). Beam span is the post-to-post run on the beam itself. Joists carry the deck surface load to the beam; the beam carries the joist load to the posts. They use different IRC tables (R507.6 for joists, R507.5 for beams) because the loading mechanism is different — joists carry a uniform load per ft, beams carry concentrated point loads from the joists.
Yes — and for long spans, you have to. LVL (laminated veneer lumber) and PSL (parallel strand lumber) come in factory-rated sizes with manufacturer load tables in plf. Convert your design to plf using the formula above (load_plf = tributary × 50 psf), then look up the LVL chart for the span you need. LVL is typically 30–50% more expensive per ft than built-up dimensional but can span 50–70% more.
IRC R507.5.2: 10d common nails 16″ o.c. in two staggered rows. Most contractors prefer structural screws — Simpson SDS or GRK RSS at the same spacing — because they don't loosen over the 30-year life of the deck. Glue between plies (PL Premium or equivalent construction adhesive) is an optional but-recommended belt-and-suspenders step. Always fasten before installing the beam, not after.
Span values come straight from IRC 2021 R507.5 / AWC DCA-6 Table 2 — the same references your inspector uses. Always confirm with your local Authority Having Jurisdiction (AHJ): some jurisdictions amend the IRC, require stamped plans for unusual designs, or use a different code edition. Use the printable PDF as supporting documentation with your permit application.
Yes. Beam span is purely a structural calculation — it doesn't care about deck height. Even a ground-level platform deck has tributary load and post-to-post spans, and IRC R507.5 still applies. Ground-level decks often use 4×4 posts (vs 6×6 for elevated) but the beam itself is sized identically.
Yes. Use the action bar above the results — Save PDF generates a clean, permit-ready document with your inputs, the IRC compliance result, and the relevant code reference. Print works too if you prefer browser-side. Copy Link gives you a shareable URL with all inputs preserved.

Want the whole chart instead of one answer? See the full IRC 2021 joist & beam span tables — every size, species and spacing in feet-inches.

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Maximum joist span for any size, species, and spacing — directly from IRC 2021 R507.6 tables.

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