Shelf Span Calculator for bookcases and wall shelving in MDF, plywood or solid wood. Enter span, depth, thickness and load to see midspan sag, the longest span and sag after creep.
Span is the clear gap between supports, not the board length.
Load and Supports
CPA sizes shelves to span/240; a stricter limit keeps sag harder to see.
Front Edge Strip
CPA suggests a lumber strip on the front edge when front sag is a concern.
Max Span by Load and Thickness
| Load | 1/2 in | 5/8 in | 3/4 in | 1 in | 1-1/4 in |
|---|---|---|---|---|---|
| 6.0 lb/ft | 28.6 in | 35.8 in | 42.9 in | 57.3 in | 71.6 in |
| 20.0 lb/ft | 19.2 in | 24.0 in | 28.8 in | 38.3 in | 47.9 in |
| 32.0 lb/ft | 16.4 in | 20.5 in | 24.6 in | 32.8 in | 41.0 in |
| 40.0 lb/ft | 15.2 in | 19.0 in | 22.8 in | 30.4 in | 38.0 in |
Materials at Your Size
| Material | Sag | vs Limit | Max Span | Long-Term |
|---|---|---|---|---|
| MDF 130 | 0.142 in | 114% | 28.8 in | 0.284 in |
| MDF 155 | 0.110 in | 88% | 31.3 in | 0.219 in |
| Particleboard M-2 | 0.153 in | 123% | 28.0 in | 0.306 in |
| Particleboard M-3i | 0.123 in | 98% | 30.2 in | 0.245 in |
| Plywood 23/32 APA | 0.050 in | 40% | 40.7 in | 0.100 in |
| Hard Maple | 0.024 in | 19% | 51.8 in | 0.036 in |
| Red Oak | 0.024 in | 20% | 51.7 in | 0.037 in |
| White Oak | 0.025 in | 20% | 51.3 in | 0.037 in |
| Black Walnut | 0.026 in | 21% | 50.3 in | 0.040 in |
| Soft Maple | 0.027 in | 22% | 49.9 in | 0.041 in |
| Yellow Poplar | 0.028 in | 23% | 49.3 in | 0.042 in |
| Black Cherry | 0.030 in | 24% | 48.4 in | 0.045 in |
| Douglas Fir | 0.023 in | 18% | 52.9 in | 0.034 in |
| Southern Yellow Pine | 0.025 in | 20% | 51.4 in | 0.037 in |
| Eastern White Pine | 0.036 in | 29% | 45.5 in | 0.054 in |
Checking Sag With the Shelf Span Calculator
The Shelf Span Calculator works out how far a shelf will bend in the middle under books, dishes or tools. It covers MDF and particleboard grades, 23/32 plywood and ten solid woods, then finds the longest span, the load at the limit and how many supports a wall run needs.
It suits anyone building a bookcase, a built-in or a garage wall of shelves who wants the sag number before cutting. Inputs are in inches and pounds or centimeters and kilograms, and every size is the actual measured size of the board.
If you are still laying out the case, the Bookcase Calculator sets shelf spacing, shelf length and book weight per shelf first. Those two numbers, shelf length and load per foot, are what you carry over here.
Four Sag Limits Give Four Different Answers
There is no single rule for how much sag is too much. The Composite Panel Association sizes particleboard and MDF shelves to span/240, which it describes as slightly more than 1/8 in on a 36 in shelf, in its shelving technical bulletin.
The AWI shelf span tool allows a flat 1/4 in of calculated sag on adjustable shelves at any length. Plywood tables are often based on span/180, as home-repair expert Jon Eakes points out, while the Sagulator targets 0.02 in per foot, which works out to span/600.
| Source | Limit | Allowed on a 30 in span |
|---|---|---|
| Sagulator, 0.02 in per foot | L/600 | 0.050 in |
| Composite Panel Association | L/240 | 0.125 in |
| Plywood tables | L/180 | 0.167 in |
| AWI adjustable shelves | 0.25 in flat | 0.250 in |
The default 30 in MDF shelf with 20 lb/ft of books sags 0.142 in. That passes AWI and span/180, fails the CPA limit at 114%, and misses the Sagulator target almost three times over. The calculator starts at span/240 and offers span/360 and span/600 for shelves where any bow would show.
The Beam Math Behind the Sag Number
A shelf resting on two supports is a simple beam. For a load spread evenly along it, midspan sag follows the standard formula the CPA bulletin uses.
Here w is load per inch of length, L is the clear span, E is stiffness, b is shelf depth and t is thickness. The most common slip is entering the board's full length instead of the clear gap between supports, and since sag grows with the fourth power of span, a 32 in board entered for a 30 in gap overstates sag by about 30%.
Stiffness for MDF and particleboard comes from the CPA bulletin, which uses 313,000 psi for MDF grade 130 in its own example. Solid wood values come from Table 5-3a of the USDA Wood Handbook, such as 1,820,000 psi for red oak and 1,240,000 psi for eastern white pine.
Thickness is where most of the gain is. The default 3/4 in MDF shelf fails at 114%, but 0.783 in would pass, because sag drops with the cube of thickness and 14% too much sag needs only about 4.5% more thickness.
A single heavy item in the middle uses the point-load formula instead, . The calculator also checks bending stress against 25% of the material's modulus of rupture, the working level the CPA bulletin uses, so a shelf that passes on sag cannot quietly fail on strength.
Loads Left in Place Keep Sagging
Sag at the moment you load a shelf is not the end of it. The NDS long-term loading rule multiplies the immediate deflection by 1.5 for seasoned lumber and 2.0 for wood structural panels, and the American Wood Council notes that about half of that creep stays as a permanent set.
The calculator applies 1.5 to solid wood and 2.0 to every panel, including MDF and particleboard, which NDS does not cover directly. On the default shelf that turns 0.142 in into 0.284 in, more than double the CPA limit once the books have sat for a few years.
Real shelves can do worse than any formula. WoodBin's own shop measurements found fixed shelves without edging sagged about 2.5 to 3.5 times the Sagulator figure, with the gap widest on long, shallow shelves, so treat results as a floor and keep in mind that species, grade and moisture content all shift real sag.
Front Strips, Center Supports and Back Cleats
The CPA bulletin suggests a lumber strip on the front edge when front sag matters. The calculator treats the strip and shelf as one glued section, and a 3/4 x 1-1/2 in red oak strip on the default MDF shelf makes it about 5.4 times stiffer, cutting sag from 0.142 in to 0.026 in.
A center support helps more when the shelf runs across it in one piece. Two separate 30 in shelves each sag 0.142 in, but one 60 in shelf over a center support sags only 0.059 in per span, using the CPA two-span formula .
Fastening the back edge to a cleat or back panel lets CPA double the allowable span, but only for shelves 12 in deep or less with continuous support along the back. Deeper shelves get a warning that the result is optimistic.
The supports count comes from the wall run you enter. A 96 in run of the default shelf needs 5 supports, which gives four 24 in spans inside the 28.8 in maximum.
Spans can run from 4 to 240 in and the sag limit from span/60 to span/2000. Thickness must be less than depth, and the plywood stiffness is for 23/32 APA rated panels only, so other plywood thicknesses and hardwood plywood are flagged as estimates.
Questions About Shelf Spans
How far can a 3/4 in plywood shelf span?
A 23/32 plywood shelf 11-1/4 in deep can span about 40.7 in under 20 lb/ft of hardcovers at span/240. Under 40 lb/ft, the weight of a shelf of magazines, that drops to about 31 in.
Hold it to the Sagulator's span/600 and the 20 lb/ft span falls to about 30 in. The same thickness in solid red oak reaches about 51.7 in at span/240, since oak is roughly twice as stiff as the plywood.
Is MDF or plywood better for bookshelves?
Plywood sags far less at the same size. On the default 30 in shelf, 23/32 plywood sags 0.050 in while grade 130 MDF sags 0.142 in, nearly three times as much.
MDF still works on short spans or with a hardwood front strip. Grade 155 MDF is stiffer than grade 130 at 405,000 psi in the CPA tables, so ask which grade you are buying before trusting a store shelf.
How much weight can a shelf hold before it sags?
The Load at Limit card answers this directly. The default MDF shelf reaches span/240 at 44 lb across the 30 in span, or 17.6 lb/ft, while using only 23% of its allowable bending stress.
That gap between sag and strength is typical of shelving. The CPA bulletin notes that deflection rather than strength is the limiting factor, so a shelf usually looks bowed long before it is at risk of breaking.