Solid wood figures are species averages, not the board in your hand

in

Between supports

in

= 11.25"

in

= 0.75"

lb

Rule of thumb — edit it

lb

Zero for an ordinary shelf

Ends

Front edge stiffener

A strip glued to the front edge, standing proud below the shelf. Set the height to zero if there is not one.

in
in

= 0.75"

Sag in the middle

0.077"

Which is

span ÷ 469

Limit (span ÷ 360)

0.100"

Carrying

75 lb

sag drawn 13× life sizelimit 0.100

Before you cut

  • Sag within span ÷ 360 — passes0.077" of sag against an allowance of 0.100" — that is span ÷ 469.
  • Under 1/32" of sag per foot of span — passes0.026" per foot. Past about 0.031" the curve is visible against a straight line above or below it — which is how anyone notices a sagging shelf.

Span ÷ 360 is the deflection limit the IRC puts on a floor under live load, borrowed here because it is a published number rather than a feeling. The thirty-second of an inch per foot is the woodworking rule of thumb for when sag becomes visible. Neither is a strength calculation: a shelf that sags past both of these is ugly long before it is unsafe.

Where the stiffness comes from

Material stiffnessNominal for the panel — mills vary
1.50 million psi
SectionBare shelf — thickness cubed, depth only to the first power
0.396 in⁴
Spread load25 lb per running foot
0.077" of the sag
Longest span that passesEverything else unchanged
39 5/16"

What this does not know

It works out deflection, not strength, and a shelf has to fail this check by a long way before it is anywhere near breaking. It assumes the load is spread evenly and the supports are solid; a shelf on two pins in a plywood side is only as good as the pins.

It also assumes the shelf is dry and stays dry. Wood creeps: a shelf under a constant load settles further over years than this number says, roughly half as much again, and particleboard in a damp room is worse than that. Design for a little less than the limit if the load is going to sit there for a decade.