Deck span tables
| Joist | Span 12 in | Span 16 in | Span 24 in | Overhang 12 in | Overhang 16 in | Overhang 24 in |
|---|---|---|---|---|---|---|
| 2x6 | 9'-11" | 9'-0" | 7'-7" | 1'-0" | 1'-1" | 1'-3" |
| 2x8 | 13'-1" | 11'-10" | 9'-8" | 1'-10" | 2'-0" | 2'-4" |
| 2x10 | 16'-2" | 14'-0" | 11'-5" | 3'-1" | 3'-5" | 2'-10" |
| 2x12 | 18'-0" | 16'-6" | 13'-6" | 4'-6" | 4'-2" | 3'-4" |
Joist span table
Allowable joist span and overhang by size and spacing, DCA 6 Table 2. Spans are measured between supports, and overhang may not pass a quarter of the span. Joist length is limited to 18'-0".
| Joist | Span 12 in | Span 16 in | Span 24 in | Overhang 12 in | Overhang 16 in | Overhang 24 in |
|---|---|---|---|---|---|---|
| 2x6 | 9'-11" | 9'-0" | 7'-7" | 1'-0" | 1'-1" | 1'-3" |
| 2x8 | 13'-1" | 11'-10" | 9'-8" | 1'-10" | 2'-0" | 2'-4" |
| 2x10 | 16'-2" | 14'-0" | 11'-5" | 3'-1" | 3'-5" | 2'-10" |
| 2x12 | 18'-0" | 16'-6" | 13'-6" | 4'-6" | 4'-2" | 3'-4" |
| Joist | Span 12 in | Span 16 in | Span 24 in | Overhang 12 in | Overhang 16 in | Overhang 24 in |
|---|---|---|---|---|---|---|
| 2x6 | 9'-6" | 8'-4" | 6'-10" | 0'-11" | 1'-0" | 1'-2" |
| 2x8 | 12'-6" | 11'-1" | 9'-1" | 1'-8" | 1'-10" | 2'-2" |
| 2x10 | 15'-8" | 13'-7" | 11'-1" | 2'-10" | 3'-2" | 2'-9" |
| 2x12 | 18'-0" | 15'-9" | 12'-10" | 4'-4" | 3'-11" | 3'-3" |
The northern group is Douglas Fir-Larch, Hem-Fir and Spruce-Pine-Fir. The table carries one row for the three, and it follows Hem-Fir, so each of them meets it.
Beam span table
Allowable beam span between posts, DCA 6 Table 3A, by the length of joists the beam carries. A beam may run past the end post by up to a quarter of its span, and no beam in the table spans more than 18'-0".
| Beam | Joists 6 ft | Joists 8 ft | Joists 10 ft | Joists 12 ft | Joists 14 ft | Joists 16 ft | Joists 18 ft |
|---|---|---|---|---|---|---|---|
| 2-ply 2x6 | 6'-8" | 5'-8" | 5'-1" | 4'-7" | 4'-3" | 4'-0" | 3'-9" |
| 2-ply 2x8 | 8'-6" | 7'-4" | 6'-6" | 5'-11" | 5'-6" | 5'-1" | 4'-9" |
| 3-ply 2x6 | 7'-11" | 7'-2" | 6'-5" | 5'-10" | 5'-5" | 5'-0" | 4'-9" |
| 2-ply 2x10 | 10'-1" | 8'-9" | 7'-9" | 7'-1" | 6'-6" | 6'-1" | 5'-9" |
| 3-ply 2x8 | 10'-7" | 9'-3" | 8'-3" | 7'-6" | 6'-11" | 6'-5" | 6'-1" |
| 2-ply 2x12 | 11'-11" | 10'-4" | 9'-2" | 8'-4" | 7'-9" | 7'-3" | 6'-9" |
| 3-ply 2x10 | 12'-9" | 11'-0" | 9'-9" | 8'-9" | 8'-3" | 7'-8" | 7'-3" |
| 3-ply 2x12 | 15'-0" | 13'-0" | 11'-7" | 10'-6" | 9'-9" | 9'-1" | 8'-7" |
| Beam | Joists 6 ft | Joists 8 ft | Joists 10 ft | Joists 12 ft | Joists 14 ft | Joists 16 ft | Joists 18 ft |
|---|---|---|---|---|---|---|---|
| 2-ply 2x6 | 5'-2" | 4'-5" | 3'-11" | 3'-7" | 3'-3" | 2'-10" | 2'-6" |
| 2-ply 2x8 | 6'-7" | 5'-8" | 5'-1" | 4'-7" | 4'-3" | 3'-10" | 3'-5" |
| 3-ply 2x6 | 7'-1" | 6'-5" | 5'-9" | 5'-3" | 4'-10" | 4'-6" | 4'-3" |
| 2-ply 2x10 | 8'-1" | 7'-0" | 6'-3" | 5'-8" | 5'-3" | 4'-10" | 4'-5" |
| 3-ply 2x8 | 9'-5" | 8'-3" | 7'-4" | 6'-8" | 6'-2" | 5'-9" | 5'-5" |
| 2-ply 2x12 | 9'-5" | 8'-2" | 7'-3" | 6'-7" | 6'-1" | 5'-8" | 5'-4" |
| 3-ply 2x10 | 11'-9" | 10'-2" | 9'-1" | 8'-3" | 7'-7" | 7'-1" | 6'-8" |
| 3-ply 2x12 | 13'-8" | 11'-10" | 10'-6" | 9'-7" | 8'-10" | 8'-3" | 7'-10" |
Try your own numbers in the deck beam span calculator.
Post height and footing table
Maximum height of a 6x6 post, from grade or the top of the footing up to the underside of the beam, and the footing under it, DCA 6 Table 4. Heights are in feet. NP means not permitted. An 8x8 post may replace a 6x6 anywhere in the table, up to 14 ft. Footings assume soil that bears 1,500 psf and 2,500 psi concrete.
| Beam span up to | Joists up to | Southern Pine | Douglas Fir-Larch | Hem-Fir, Western Cedars | Redwood | Ponderosa Pine, Red Pine, SPF | Footing round / square / thick |
|---|---|---|---|---|---|---|---|
| 6 ft | 10 ft | 14 ft | 14 ft | 14 ft | 14 ft | 14 ft | 18 / 16 / 7 |
| 6 ft | 14 ft | 14 ft | 14 ft | 14 ft | 14 ft | 14 ft | 21 / 18 / 8 |
| 6 ft | 18 ft | 14 ft | 14 ft | 12 ft | 14 ft | 11 ft | 24 / 21 / 10 |
| 8 ft | 10 ft | 14 ft | 14 ft | 14 ft | 14 ft | 14 ft | 20 / 18 / 8 |
| 8 ft | 14 ft | 14 ft | 14 ft | 14 ft | 14 ft | 11 ft | 24 / 21 / 10 |
| 8 ft | 18 ft | 14 ft | 13 ft | 11 ft | 12 ft | 8 ft | 27 / 24 / 11 |
| 10 ft | 10 ft | 14 ft | 14 ft | 14 ft | 14 ft | 12 ft | 23 / 20 / 9 |
| 10 ft | 14 ft | 14 ft | 13 ft | 11 ft | 13 ft | 8 ft | 27 / 24 / 11 |
| 10 ft | 18 ft | 12 ft | 11 ft | 8 ft | 11 ft | 2 ft | 31 / 27 / 13 |
| 12 ft | 10 ft | 14 ft | 14 ft | 12 ft | 14 ft | 10 ft | 25 / 22 / 10 |
| 12 ft | 14 ft | 13 ft | 12 ft | 9 ft | 11 ft | 5 ft | 30 / 26 / 13 |
| 12 ft | 18 ft | 11 ft | 9 ft | 6 ft | 9 ft | 2 ft | 34 / 30 / 15 |
| 14 ft | 10 ft | 14 ft | 13 ft | 11 ft | 13 ft | 8 ft | 27 / 24 / 11 |
| 14 ft | 14 ft | 11 ft | 10 ft | 7 ft | 10 ft | 2 ft | 32 / 29 / 14 |
| 14 ft | 18 ft | 9 ft | 8 ft | 2 ft | 8 ft | NP | 37 / 33 / 16 |
| 16 ft | 10 ft | 13 ft | 12 ft | 10 ft | 12 ft | 6 ft | 29 / 26 / 12 |
| 16 ft | 14 ft | 10 ft | 9 ft | 5 ft | 9 ft | 2 ft | 35 / 31 / 15 |
| 16 ft | 18 ft | 7 ft | 5 ft | 2 ft | 7 ft | NP | 40 / 35 / 18 |
| 18 ft | 10 ft | 12 ft | 11 ft | 8 ft | 11 ft | 2 ft | 31 / 27 / 13 |
| 18 ft | 14 ft | 9 ft | 8 ft | 2 ft | 8 ft | NP | 37 / 33 / 16 |
| 18 ft | 18 ft | 5 ft | 2 ft | 2 ft | 6 ft | NP | 42 / 37 / 19 |
Size footings for a whole deck in the deck footing calculator.
How to use the tables
Start with the joists: find the size that spans your distance at your spacing. Then take the longest joist length and read the beam table to see how far apart the posts can be. Last, take the beam span and the joist length to the post table for the height and footing. The calculators at the top of each page do these steps for you and highlight the cell they used.
Where the numbers come from
More free calculators
Questions
Anything else? Write to us or see every calculator.
Questions people ask
Not as a deck joist. DCA 6 limits deck joist spans to 18'-0", and the best a 2x12 does in Table 2 is 18'-0", in Southern Pine at 12 in on center. For 20 ft, add a beam to split the span.
Table 2 is written for 12, 16, 24 in on center, and closer joists span further. Your decking sets the real limit: 1 in thick wood boards go on joists up to 16 in apart, 2 in thick wood on joists up to 24 in, and composite follows the maker's instructions, commonly 16 in.
They apply to decks inside the limits of DCA 6: 40 psf live load, no hot tubs, snow load up to 40 psf, attached decks no deeper than they are wide, and soil that bears 1,500 psf. A deck outside those limits needs an engineer. Your local building department may also have its own tables.