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When wood deck framing fails, the next logical material to consider is metal. Steel is a common choice.
However, steel deck framing does have a few downsides:
Laminated Veneer Lumber (LVL) is an engineered wood product that combines the strength of multiple thin layers with the durability of pressure treatment. Think of it as a heavy-duty form of plywood.
Composite deck framing, like composite decking, is made from a mixture of wood fibers and recycled plastic. It comes with all the same advantages and disadvantages as the composite decking it’s based on.
Pros:
Cons:
Aluminum is a higher-end metal deck framing option. It has all the mechanical advantages of steel, but without many of steel’s drawbacks.
However, aluminum is also the most expensive alternative deck framing option.
Pressure Treated Pine has long been the go-to for deck framing, but that’s starting to change. The quality of pressure treated products has dropped in recent years, resulting in decks that are less durable.
This degradation is caused by a variety of factors:
Where once a pressure treated deck frame could be expected to last 25 years, that life expectancy has dropped to 10 years or even less! In short, pressure treated deck framing is not what it used to be. Because of this, many builders are turning to alternative framing options.
This calculator will tell you what size (thickness x height) joists you need based on the spacing of your supporting beams (“beam spacing” or “clear span”) and the spacing of the joists themselves (“joist spacing”). It will give you the smallest joist size that will work for your specifications. You can reduce the required joist size by adding more supporting beams, thereby reducing the beam spacing and shortening the clear span, or by using a tighter joist spacing.
Joist Speciesa | Joist Size | Spaced 12″ on Center | Spaced 16″ on Center | Spaced 24″ on Center |
---|---|---|---|---|
Southern Pine | 2x6 | 9′11″ | 9′0″ | 7′7″ |
2x8 | 13′1″ | 11′10″ | 9′8″ | |
2x10 | 16′2″ | 14′0″ | 11′5″ | |
2x12 | 18′0″ | 16′6″ | 13′6″ | |
Douglas Fir Larchd Hem Fird Spruce Pine Fird | 2x6 | 9′6″ | 8′8″ | 7′2″ |
2x8 | 12′6″ | 11′1″ | 9′1″ | |
2x10 | 15′8″ | 13′7″ | 11′1″ | |
2x12 | 18′0″ | 15′9″ | 12′10″ | |
Redwood Western Cedar Ponderosa Pinee Red Pinee | 2x6 | 8′10″ | 8′0″ | 7′0″ |
2x8 | 11′8″ | 10′7″ | 8′8″ | |
2x10 | 14′11″ | 13′0″ | 10′7″ | |
2x12 | 17′5″ | 15′1″ | 12′4″ |
Joist Speciesa | Joist Size | Spaced 12″ on Center | Spaced 16″ on Center | Spaced 24″ on Center |
---|---|---|---|---|
Southern Pine | 2x6 | 6′8″ | 6′8″ | 6′8″ |
2x8 | 10′1″ | 10′1″ | 9′8″ | |
2x10 | 14′6″ | 14′0″ | 11′5″ | |
2x12 | 18′0″ | 16′6″ | 13′6″ | |
Douglas Fir Larchd Hem Fird Spruce Pine Fird | 2x6 | 6′3″ | 6′3″ | 6′3″ |
2x8 | 9′5″ | 9′5″ | 9′1″ | |
2x10 | 13′7″ | 13′7″ | 11′1″ | |
2x12 | 18′0″ | 15′9″ | 12′10″ | |
Redwood Western Cedar Ponderosa Pinee Red Pinee | 2x6 | 5′7″ | 5′7″ | 5′7″ |
2x8 | 8′6″ | 8′6″ | 8′6″ | |
2x10 | 12′3″ | 12′3″ | 10′7″ | |
2x12 | 16′5″ | 15′1″ | 12′4″ |
MAXIMUM JOIST SPAN—40 PSF LIVE LOAD, 10 PSF DEAD LOAD
JOIST SPECIES | JOIST SIZE | JOIST SPACING ON CENTER | ||
12″ | 16″ | 24″ | ||
MAXIMUM DECK JOIST SPAN LENGTH (feet-inches) | ||||
PWT Treated LVL | 1 – 2×6 | 11′1″ | 10′1″ | 8′11″ |
1 – 2×8 | 14′10″ | 13′6″ | 11′9″ | |
1 – 2×10 | 18′11″ | 17′2″ | 15′0″ | |
1 – 2×12 | 23′0″ | 20′11″ | 18′3″ |
Notes:
MAXIMUM JOIST SPAN—50 PSF TOTAL LOAD
JOIST TYPE | JOIST THICKNESS | JOIST SPACING ON CENTER | |
12″ | 16″ | ||
MAXIMUM DECK JOIST SPAN LENGTH (feet) | |||
New Castle Steel | 1 5/8″ | 15′ | 13′ |
1 5/8″ Every Other Doubled |
17′ | 15′ | |
1 5/8″ All Doubled |
18′ | 17′ | |
2″ | 18′ | 16′ | |
2″ Every Other Doubled |
20′ | 18′ | |
2″ All Doubled |
22′ | 20′ |
MAXIMUM JOIST SPAN—75 PSF TOTAL LOAD
JOIST TYPE | JOIST THICKNESS | JOIST SPACING ON CENTER | |
12″ | 16″ | ||
MAXIMUM DECK JOIST SPAN LENGTH (feet) | |||
New Castle Steel | 1 5/8″ | 14′ | 12′ |
1 5/8″ Every Other Doubled |
16′ | 14′ | |
1 5/8″ All Doubled |
18′ | 16′ | |
2″ | 18′ | 16′ | |
2″ Every Other Doubled |
20′ | 18′ | |
2″ All Doubled |
22′ | 20′ |
MAXIMUM JOIST SPAN—100 PSF TOTAL LOAD
JOIST TYPE | JOIST THICKNESS | JOIST SPACING ON CENTER | |
12″ | 16″ | ||
MAXIMUM DECK JOIST SPAN LENGTH (feet) | |||
New Castle Steel | 1 5/8″ | 12′ | 11′ |
1 5/8″ Every Other Doubled |
14′ | 12′ | |
1 5/8″ All Doubled |
16′ | 14′ | |
2″ | 16′ | 15′ | |
2″ Every Other Doubled |
19′ | 17′ | |
2″ All Doubled |
21′ | 19′ |
MAXIMUM JOIST SPAN—125 PSF TOTAL LOAD
JOIST TYPE | JOIST THICKNESS | JOIST SPACING ON CENTER | |
12″ | 16″ | ||
MAXIMUM DECK JOIST SPAN LENGTH (feet) | |||
New Castle Steel | 1 5/8″ | 10′ | 9′ |
1 5/8″ Every Other Doubled |
12′ | 10′ | |
1 5/8″ All Doubled |
14′ | 12′ | |
2″ | 15′ | 14′ | |
2″ Every Other Doubled |
17′ | 16′ | |
2″ All Doubled |
19′ | 17′ |
MAXIMUM JOIST SPAN—150 PSF TOTAL LOAD
JOIST TYPE | JOIST THICKNESS | JOIST SPACING ON CENTER | |
12″ | 16″ | ||
MAXIMUM DECK JOIST SPAN LENGTH (feet) | |||
New Castle Steel | 1 5/8″ | 9′ | 8′ |
1 5/8″ Every Other Doubled |
10′ | 9′ | |
1 5/8″ All Doubled |
12′ | 10′ | |
2″ | 14′ | 13′ | |
2″ Every Other Doubled |
16′ | 14′ | |
2″ All Doubled |
18′ | 16′ |
MAXIMUM JOIST SPAN—200 PSF TOTAL LOAD
JOIST TYPE | JOIST THICKNESS | JOIST SPACING ON CENTER | |
12″ | 16″ | ||
MAXIMUM DECK JOIST SPAN LENGTH (feet) | |||
New Castle Steel | 1 5/8″ | 8′ | 7′ |
1 5/8″ Every Other Doubled |
9′ | 7′ | |
1 5/8″ All Doubled |
10′ | 8′ | |
2″ | 13′ | 11′ | |
2″ Every Other Doubled |
15′ | 13′ | |
2″ All Doubled |
16′ | 15′ |
Data collected from IRC 2021, Part 3, Chapter 5, Section R507.5.
TABLE R507.5(1)
MAXIMUM DECK BEAM SPAN—40 PSF LIVE LOADc
BEAM SPECIESd | BEAM SIZEe | EFFECTIVE DECK JOIST SPAN LENGTHa, i, j (feet) | ||||||
6′ | 8′ | 10′ | 12′ | 14′ | 16′ | 18′ | ||
MAXIMUM DECK BEAM SPAN LENGTH (feet-inches)a, b, f | ||||||||
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-larchg Hem-firg Spruce-pine-fir |
1 – 2 x 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″ | |
Redwoodh Western cedarsh Ponderosa pineh Red pineh |
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″ |
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa, 1 pound = 0.454 kg.
Interpolation permitted. Extrapolation not permitted.
Beams supporting a single span of joists with or without cantilever.
Dead load = 10 psf, L/Δ = 360 at main span, L/Δ = 180 at cantilever. Snow load is not assumed to be concurrent with live load.
No. 2 grade, wet service factor included.
Beam depth shall be equal to or greater than the depth of intersecting joist for a flush beam connection.
Beam cantilevers are limited to the adjacent beam’s span divided by 4.
Includes incising factor.
Incising factor not included.
Deck joist span as shown in Figure R507.5.
For calculation of effective deck joist span, the actual joist span length shall be multiplied by the joist span factor in accordance with Table R507.5(5).
TABLE R507.5(2)
MAXIMUM DECK BEAM SPAN—50 PSF GROUND SNOW LOADc
BEAM SPECIESd | BEAM SIZEe | EFFECTIVE DECK JOIST SPAN LENGTH (feet)a, i, j | ||||||
6′ | 8′ | 10′ | 12′ | 14′ | 16′ | 18′ | ||
MAXIMUM DECK BEAM SPAN LENGTH (feet-inches)a, b, f | ||||||||
Southern pine | 1 – 2×6 | 4′6″ | 3′11″ | 3′6″ | 3′2″ | 2′11″ | 2′9″ | 2′7″ |
1 – 2×8 | 5′9″ | 4′11″ | 4′5″ | 4′0″ | 3′9″ | 3′6″ | 3′3″ | |
1 – 2×10 | 6′9″ | 5′10″ | 5′3″ | 4′9″ | 4′5″ | 4′2″ | 3′11″ | |
1 – 2×12 | 8′0″ | 6′11″ | 6′2″ | 5′8″ | 5′3″ | 4′11″ | 4′7″ | |
2 – 2×6 | 6′8″ | 5′9″ | 5′2″ | 4′9″ | 4′4″ | 4′1″ | 3′10″ | |
2 – 2×8 | 8′6″ | 7′4″ | 6′7″ | 6′0″ | 5′7″ | 5′2″ | 4′11″ | |
2 – 2×10 | 10′1″ | 8′9″ | 7′10″ | 7′1″ | 6′7″ | 6′2″ | 5′10″ | |
2 – 2×12 | 11′11″ | 10′3″ | 9′2″ | 8′5″ | 7′9″ | 7′3″ | 6′10″ | |
3 – 2×6 | 7′11″ | 7′2″ | 6′6″ | 5′11″ | 5′6″ | 5′1″ | 4′10″ | |
3 – 2×8 | 10′5″ | 9′3″ | 8′3″ | 7′6″ | 6′11″ | 6′6″ | 6′2″ | |
3 – 2×10 | 12′8″ | 10′11″ | 9′9″ | 8′11″ | 8′3″ | 7′9″ | 7′3″ | |
3 – 2×12 | 14′11″ | 12′11″ | 11′6″ | 10′6″ | 9′9″ | 9′1″ | 8′7″ | |
Douglas fir-larchg Hem-firg Spruce-pine-firg |
1 – 2×6 | 4′0″ | 3′5″ | 2′11″ | 2′7″ | 2′4″ | 2′2″ | 2′0″ |
1 – 2×8 | 5′4″ | 4′7″ | 3′11″ | 3′5″ | 3′1″ | 2′10″ | 2′8″ | |
1 – 2×10 | 6′7″ | 5′8″ | 4′11″ | 4′5″ | 4′0″ | 3′8″ | 3′5″ | |
1 – 2×12 | 7′7″ | 6′7″ | 5′11″ | 5′4″ | 4′10″ | 4′6″ | 4′2″ | |
2 – 2×6 | 6′0″ | 5′2″ | 4′7″ | 4′2″ | 3′10″ | 3′5″ | 3′2″ | |
2 – 2×8 | 8′0″ | 6′11″ | 6′2″ | 5′8″ | 5′0″ | 4′7″ | 4′2″ | |
2 – 2×10 | 9′9″ | 8′5″ | 7′7″ | 6′11″ | 6′4″ | 5′10″ | 5′4″ | |
2 – 2×12 | 11′4″ | 9′10″ | 8′9″ | 8′0″ | 7′5″ | 6′11″ | 6′6″ | |
3 – 2×6 | 7′6″ | 6′6″ | 5′9″ | 5′3″ | 4′11″ | 4′7″ | 4′4″ | |
3 – 2×8 | 10′0″ | 8′8″ | 7′9″ | 7′1″ | 6′6″ | 6′1″ | 5′8″ | |
3 – 2×10 | 12′3″ | 10′7″ | 9′6″ | 8′8″ | 8′0″ | 7′6″ | 7′0″ | |
3 – 2×12 | 14′3″ | 12′4″ | 11′0″ | 10′1″ | 9′4″ | 8′9″ | 8′3″ | |
Redwoodh Western cedarsh Ponderosa pineh Red pineh |
1 – 2×6 | 4′1″ | 3′6″ | 3′0″ | 2′8″ | 2′5″ | 2′3″ | 2′1″ |
1 – 2×8 | 5′2″ | 4′6″ | 4′0″ | 3′6″ | 3′2″ | 2′11″ | 2′9″ | |
1 – 2×10 | 6′4″ | 5′6″ | 4′11″ | 4′6″ | 4′1″ | 3′9″ | 3′6″ | |
1 – 2×12 | 7′4″ | 6′4″ | 5′8″ | 5′2″ | 4′10″ | 4′6″ | 4′3″ | |
2 – 2×6 | 6′1″ | 5′3″ | 4′8″ | 4′4″ | 3′11″ | 3′6″ | 3′3″ | |
2 – 2×8 | 7′8″ | 6′8″ | 5′11″ | 5′5″ | 5′0″ | 4′8″ | 4′3″ | |
2 – 2×10 | 9′5″ | 8′2″ | 7′3″ | 6′8″ | 6′2″ | 5′9″ | 5′5″ | |
2 – 2×12 | 10′11″ | 9′5″ | 8′5″ | 7′8″ | 7′2″ | 6′8″ | 6′3″ | |
3 – 2×6 | 7′1″ | 6′5″ | 5′11″ | 5′5″ | 5′0″ | 4′8″ | 4′5″ | |
3 – 2×8 | 9′4″ | 8′4″ | 7′5″ | 6′10″ | 604 | 5′11″ | 5′7″ | |
3 – 2×10 | 11′9″ | 10′2″ | 9′1″ | 8′4″ | 7′8″ | 7′2″ | 6′9″ | |
3 – 2×12 | 13′8″ | 11′10″ | 10′7″ | 9′8″ | 8′11″ | 8′4″ | 7′10″ |
For SI: 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa, 1 pound = 0.454 kg.
Interpolation allowed. Extrapolation is not allowed.
Beams supporting a single span of joists with or without cantilever.
Dead load = 10 psf, L/Δ = 360 at main span, L/Δ = 180 at cantilever. Snow load not assumed to be concurrent with live load.
No. 2 grade, wet service factor included.
Beam depth shall be equal to or greater than the depth of intersecting joist for a flush beam connection.
Beam cantilevers are limited to the adjacent beam’s span divided by 4.
Includes incising factor.
Incising factor not included.
Deck joist span as shown in Figure R507.5.
For calculation of effective deck joist span, the actual joist span length shall be multiplied by the joist span factor in accordance with Table R507.5(5).
TABLE R507.5(3)
MAXIMUM DECK BEAM SPAN—60 PSF GROUND SNOW LOADc
BEAM SPECIESd | BEAM SIZEe | EFFECTIVE DECK JOIST SPAN LENGTHa, i, j (feet) | ||||||
6′ | 8′ | 10′ | 12′ | 14′ | 16′ | 18′ | ||
MAXIMUM DECK BEAM SPAN LENGTH (feet-inches)a, b, f | ||||||||
Southern pine | 1 – 2×6 | 4′2″ | 3′7″ | 3′3″ | 2′11″ | 2′9″ | 2′6″ | 2′5″ |
1 – 2×8 | 5′3″ | 4′7″ | 4′1″ | 3′9″ | 3′5″ | 3′3″ | 3′0″ | |
1 – 2×10 | 6′3″ | 5′5″ | 4′10″ | 4′5″ | 4′1″ | 3′10″ | 3′7″ | |
1 – 2×12 | 7′5″ | 6′5″ | 5′9″ | 5′3″ | 4′10″ | 4′6″ | 4′3″ | |
2 – 2×6 | 6′2″ | 5′4″ | 4′9″ | 4′4″ | 4′0″ | 3′9″ | 3′7″ | |
2 – 2×8 | 7′10″ | 6′10″ | 6′1″ | 5′7″ | 5′2″ | 4′10″ | 4′6″ | |
2 – 2×10 | 9′4″ | 8′1″ | 7′3″ | 6′7″ | 6′1″ | 5′8″ | 5′4″ | |
2 – 2×12 | 11′0″ | 9′6″ | 8′6″ | 7′9″ | 7′2″ | 6′9″ | 6′4″ | |
3 – 2×6 | 7′5″ | 6′9″ | 6′0″ | 5′6″ | 5′1″ | 4′9″ | 4′6″ | |
3 – 2×8 | 9′9″ | 8′6″ | 7′8″ | 6′11″ | 6′5″ | 6′0″ | 5′8″ | |
3 – 2×10 | 11′8″ | 10′2″ | 9′1″ | 8′3″ | 7′8″ | 7′2″ | 6′9″ | |
3 – 2×12 | 13′9″ | 11′11″ | 10′8″ | 9′9″ | 9′0″ | 8′5″ | 7′11″ | |
Douglas fir-larchg Hem-firg Spuce-pine-firg |
1 – 2×6 | 3′8″ | 3′1″ | 2′8″ | 2′4″ | 2′2″ | 2′0″ | 1′10″ |
1 – 2×8 | 5′0″ | 4′1″ | 3′6″ | 3′1″ | 2′10″ | 2′7″ | 2′5″ | |
1 – 2×10 | 6′1″ | 5′2″ | 4′6″ | 4′0″ | 3′7″ | 3′4″ | 3′2″ | |
1 – 2×12 | 7′1″ | 6′1″ | 5′5″ | 4′10″ | 4′5″ | 4′1″ | 3′10″ | |
2 – 2×6 | 5′6″ | 4′9″ | 4′3″ | 3′10″ | 3′5″ | 3′1″ | 2′10″ | |
2 – 2×8 | 7′5″ | 6′5″ | 5′9″ | 5′0″ | 4′6″ | 4′1″ | 3′9″ | |
2 – 2×10 | 9′0″ | 7′10″ | 7′0″ | 6′4″ | 5′9″ | 5′2″ | 4′10″ | |
2 – 2×12 | 10′6″ | 9′1″ | 8′1″ | 7′5″ | 6′10″ | 6′4″ | 5′10″ | |
3 – 2×6 | 6′11″ | 6′0″ | 5′4″ | 4′11″ | 4′6″ | 4′2″ | 3′10″ | |
3 – 2×8 | 9′3″ | 8′0″ | 7′2″ | 6′6″ | 6′1″ | 5′6″ | 5′0″ | |
3 – 2×10 | 11′4″ | 9′10″ | 8′9″ | 8′0″ | 7′5″ | 6′11″ | 6′5″ | |
3 – 2×12 | 13′2″ | 11′5″ | 10′2″ | 9′4″ | 8′7″ | 8′1″ | 7′7″ | |
Redwoodh Western cedarsh Ponderosa pineh Red pineh |
1 – 2×6 | 3′9″ | 3′2″ | 2′9″ | 2′5″ | 2′2″ | 2′0″ | 1′11″ |
1 – 2×8 | 4′10″ | 4′2″ | 3′7″ | 3′2″ | 2′11″ | 2′8″ | 2′6″ | |
1 – 2×10 | 5′10″ | 5′1″ | 4′6″ | 4′1″ | 3′8″ | 3′5″ | 3′3″ | |
1 – 2×12 | 6′10″ | 5′11″ | 5′3″ | 4′10″ | 4′5″ | 4′2″ | 3′11″ | |
2 – 2×6 | 5′7″ | 4′10″ | 4′4″ | 3′11″ | 3′6″ | 3′2″ | 2′11″ | |
2 – 2×8 | 7′1″ | 6′2″ | 5′6″ | 5′0″ | 4′7″ | 4′2″ | 3′10″ | |
2 – 2×10 | 8′8″ | 7′6″ | 6′9″ | 6′2″ | 5′8″ | 5′4″ | 4′11″ | |
2 – 2×12 | 10′1″ | 8′9″ | 7′10″ | 7′2″ | 6′7″ | 6′2″ | 5′10″ | |
3 – 2×6 | 6′8″ | 6′1″ | 5′5″ | 5′0″ | 4′7″ | 4′3″ | 3′11″ | |
3 – 2×8 | 8′9″ | 7′9″ | 6′22″ | 6′4″ | 5′20″ | 5′5″ | 5′3″ | |
3 – 2×10 | 10′11″ | 9′5″ | 8′5″ | 7′8″ | 7′3″ | 6′8″ | 6′3″ | |
3 – 2×12 | 12′8″ | 10′11″ | 9′9″ | 8′11″ | 8′3″ | 7′9″ | 7′3″ |
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa, 1 pound = 0.454 kg.
Interpolation allowed. Extrapolation is not allowed.
Beams supporting a single span of joists with or without cantilever.
Dead load = 10 psf, L/Δ = 360 at main span, L/Δ = 180 at cantilever. Snow load not assumed to be concurrent with live load.
No. 2 grade, wet service factor included.
Beam depth shall be equal to or greater than the depth of intersecting joist for a flush beam connection.
Beam cantilevers are limited to the adjacent beam’s span divided by 4.
Includes incising factor.
Incising factor not included.
Deck joist span as shown in Figure R507.5.
For calculation of effective deck joist span, the actual joist span length shall be multiplied by the joist span factor in accordance with Table R507.5(5).
TABLE R507.5(4)
MAXIMUM DECK BEAM SPAN—70 PSF GROUND SNOW LOADc
BEAM SPECIESd | BEAM SIZEe | EFFECTIVE DECK JOIST SPAN LENGTH (feet)a, i, j | ||||||
6′ | 8′ | 10′ | 12′ | 14′ | 16′ | 18′ | ||
MAXIMUM DECK BEAM SPAN LENGTH (feet-inches)a, b, f | ||||||||
Southern pine | 1 – 2×6 | 3′11″ | 3′4″ | 3′0″ | 2′9″ | 2′6″ | 2′4″ | 2′3″ |
1 – 2×8 | 4′11″ | 4′3″ | 3′10″ | 3′6″ | 3′3″ | 3′0″ | 2′10″ | |
1 – 2×10 | 5′10″ | 5′1″ | 4′6″ | 4′2″ | 3′10″ | 3′7″ | 3′4″ | |
1 – 2×12 | 6′11″ | 6′0″ | 5′4″ | 4′11″ | 4′6″ | 4′3″ | 4′0″ | |
2 – 2×6 | 5′9″ | 5′0″ | 4′6″ | 4′1″ | 3′9″ | 3′6″ | 3′4″ | |
2 – 2×8 | 7′4″ | 6′4″ | 5′8″ | 5′2″ | 4′10″ | 4′6″ | 4′3″ | |
2 – 2×10 | 8′9″ | 7′7″ | 6′9″ | 6′2″ | 5′8″ | 5′4″ | 5′0″ | |
2 – 2×12 | 10′3″ | 8′11″ | 8′0″ | 7′3″ | 6′9″ | 6′3″ | 5′11″ | |
3 – 2×6 | 7′0″ | 6′3″ | 5′7″ | 5′1″ | 4′9″ | 4′5″ | 4′2″ | |
3 – 2×8 | 9′3″ | 8′0″ | 7′2″ | 6′6″ | 6′0″ | 5′8″ | 5′4″ | |
3 – 2×10 | 10′11″ | 9′6″ | 8′6″ | 7′9″ | 7′2″ | 6′8″ | 6′4″ | |
3 – 2×12 | 12′11″ | 11′2″ | 10′0″ | 9′1″ | 8′5″ | 7′11″ | 7′5″ | |
Douglas fir-larchg Hem-firg Spruce-pine-firg |
1 – 2×6 | 3′5″ | 2′10″ | 2′5″ | 2′2″ | 2′0″ | 1′10″ | 1′9″ |
1 – 2×8 | 4′7″ | 3′8″ | 3′2″ | 2′10″ | 2′7″ | 2′5″ | 2′4″ | |
1 – 2×10 | 5′8″ | 4′9″ | 4′1″ | 3′8″ | 3′4″ | 3′1″ | 2′11″ | |
1 – 2×12 | 6′7″ | 5′8″ | 5′0″ | 4′6″ | 4′1″ | 3′10″ | 3′7″ | |
2 – 2×6 | 5′2″ | 4′6″ | 4′0″ | 3′5″ | 3′1″ | 2′10″ | 2′7″ | |
2 – 2×8 | 6′11″ | 6′0″ | 5′3″ | 4′7″ | 4′1″ | 3′8″ | 3′5″ | |
2 – 2×10 | 8′5″ | 7′4″ | 6′6″ | 5′10″ | 5′2″ | 4′9″ | 4′5″ | |
2 – 2×12 | 9′10″ | 8′6″ | 7′7″ | 6′11″ | 6′4″ | 5′9″ | 5′4″ | |
3 – 2×6 | 6′6″ | 5′7″ | 5′0″ | 4′7″ | 4′2″ | 3′9″ | 3′5″ | |
3 – 2×8 | 8′8″ | 7′6″ | 6′8″ | 6′1″ | 5′6″ | 5′0″ | 4′7″ | |
3 – 2×10 | 10′7″ | 9′2″ | 8′2″ | 7′6″ | 6′11″ | 6′4″ | 5′10″ | |
3 – 2×12 | 12′4″ | 10′8″ | 9′7″ | 8′9″ | 8′1″ | 7′7″ | 7′1″ | |
Redwoodh Western cedarsh Ponderosa pineh Red pineh |
1 – 2×6 | 3′6″ | 2′11″ | 2′6″ | 2′3″ | 2′0″ | 1′11″ | 1′9″ |
1 – 2×8 | 4′6″ | 3′10″ | 3′3″ | 2′11″ | 2′8″ | 2′6″ | 2′4″ | |
1 – 2×10 | 5′6″ | 4′9″ | 4′2″ | 3′9″ | 3′5″ | 3′2″ | 3′0″ | |
1 – 2×12 | 6′4″ | 5′6″ | 4′11″ | 4′6″ | 4′2″ | 3′11″ | 3′8″ | |
2 – 2×6 | 5′3″ | 4′7″ | 4′1″ | 3′6″ | 3′2″ | 2′11″ | 2′8″ | |
2 – 2×8 | 6′8″ | 5′9″ | 5′2″ | 4′8″ | 4′2″ | 3′10″ | 3′6″ | |
2 – 2×10 | 8′2″ | 7′1″ | 6′4″ | 5′9″ | 5′4″ | 4′10″ | 4′6″ | |
2 – 2×12 | 9′5″ | 8′2″ | 7′4″ | 6′8″ | 6′2″ | 5′9″ | 5′5″ | |
3 – 2×6 | 6′4″ | 5′8″ | 5′1″ | 4′8″ | 4′3″ | 3′10″ | 3′6″ | |
3 – 2×8 | 8′4″ | 7′3″ | 6′5″ | 5′11″ | 5′5″ | 5′1″ | 4′8″ | |
3 – 2×10 | 10′2″ | 8′10″ | 7′11″ | 7′2″ | 6′8″ | 6′3″ | 5′11″ | |
3 – 2×12 | 11′10″ | 10′3″ | 9′2″ | 8′4″ | 7′9″ | 7′3″ | 6′10″ |
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa, 1 pound = 0.454 kg.
Interpolation allowed. Extrapolation is not allowed.
Beams supporting a single span of joists with or without cantilever.
Dead load = 10 psf, L/Δ = 360 at main span, L/Δ = 180 at cantilever. Snow load not assumed to be concurrent with live load.
No. 2 grade, wet service factor included.
Beam depth shall be equal to or greater than the depth of intersecting joist for a flush beam connection.
Beam cantilevers are limited to the adjacent beam’s span divided by 4.
Includes incising factor.
Incising factor not included.
Deck joist span as shown in Figure R507.5.
For calculation of effective deck joist span, the actual joist span length shall be multiplied by the joist span factor in accordance with Table R507.5(5).
TABLE R507.5(5)
JOIST SPAN FACTORS FOR CALCULATING EFFECTIVE DECK JOIST SPAN [for use with Note j in Tables R507.5(1), R507.5(2), R507.5(3) and R507.5(4)]
C/Ja | JOIST SPAN FACTOR |
0 (no cantilever) | 0.66 |
1/12 (0.87) | 0.72 |
1/10 (0.10) | 0.80 |
1/8 (0.125) | 0.84 |
1/6 (0.167) | 0.90 |
1/4 (0.250) | 1.00 |
For SI: 1 foot = 304.8 mm.
C = actual joist cantilever length (feet); J = actual joist span length (feet).