What it calculates
One model only: a rectangular shelf on two supports, free to turn at each end — a shelf lying on pins or cleats near each end — with the load either spread evenly along it or concentrated at the centre. For that model, elastic beam theory gives the sag at mid-span exactly. Real shelves differ, and the calculator says what it leaves out.
Formula
I = b × h³ ÷ 12
load spread evenly: δ = 5 × W × L³ ÷ (384 × E × I)
load at the centre: δ = W × L³ ÷ (48 × E × I)
δ: sag at mid-span; W: total load; L: span between supports; E: modulus of elasticity; I: second moment of area; b: shelf depth front to back; h: thickness.
Worked example: a 36 in span of northern red oak (E = 1.82 × 10⁶ lbf/in²), 10 in deep and 3/4 in thick, with 100 lb spread along it. I = 10 × 0.75³ ÷ 12 = 0.3516 in⁴, and δ = 5 × 100 × 36³ ÷ (384 × 1,820,000 × 0.3516) = 0.095 in — about 3/32 in, or L/379. With the same 100 lb at the centre, δ is 8/5 of that, 0.152 in.
What changes the sag most
- Thickness. I grows with the cube of the thickness: a shelf twice as thick is eight times as stiff in this model.
- Span. For the same load per inch, sag grows with the fourth power of the span — double the span and the sag is sixteen times as much; for the same total load, eight times.
- Depth. I grows in step with depth, so a shelf twice as deep is twice as stiff — but a deeper shelf usually carries more, so keep the load you enter realistic.
- Load. Sag is in proportion to the load: twice the load, twice the sag.
- Species. Stiffness varies from 1.24 × 10⁶ lbf/in² for eastern white pine to 2.01 × 10⁶ for yellow birch among the twelve listed — a smaller effect than thickness or span.
The span ÷ sag figure is shown for description only. Ratios such as L/240 or L/360 come from building design for floors and beams; no furniture standard is cited here that makes any ratio a pass or a fail for a shelf.
Where the stiffness figures come from
The twelve species figures are the Wood Handbook's Table 5–3b values for clear wood at 12% moisture content. The handbook measured them on centre-loaded beams at a span 14 times the depth, so they include some shear deflection; it says the figure can be raised 10% to remove it, which is not done here. Real boards contain knots, slope of grain and other variation that clear specimens do not. Plywood, MDF and other panels have no preset: their stiffness is not a solid-wood figure, so choose 'Other material' and enter the value from the panel maker's data.
What it does not calculate
- Creep. The Wood Handbook explains that wood under a sustained load keeps deforming; at typical design levels, after several years the added sag may roughly equal the initial elastic sag, and swings in temperature and humidity increase it. A loaded bookshelf is a sustained load. The calculator gives the first, short-term figure only.
- Strength. Whether the shelf, its pins, cleats, screws, joints or wall fixings hold the load is not calculated; low sag is not a safe load.
- Other supports. A cantilevered or floating shelf, and shelves whose ends are glued or fixed in dadoes, behave differently from this model.
- The shelf's own weight, knots and other defects, local crushing at the supports, and tipping of the whole bookcase.
Among BenchRoot's plans, the adjustable shelves of the built-in bookcase rest on pins near each end, which this model approximates — the pins' own strength is not modelled. The fixed shelves of the bookshelf sit in dadoes and the floating shelf is held on a hidden cleat; neither is the model here. How to plan and build case furniture is covered in furniture making.
Safety— An estimate, not a rating
The result is the elastic sag of an idealised shelf under the load you typed. It is not a load rating, says nothing about the supports or fixings, and does not predict long-term creep. Tall bookcases should be anchored against tipping, as the CPSC's Anchor It campaign urges. See woodworking safety rules.
Before trusting a shelf
- The shelf really rests on two supports near its ends
- Span measured between the supports, not the case's outside
- A realistic total load, including heavy items at the centre
- E from the Wood Handbook for solid wood, or from the panel maker
- Supports, pins and wall fixings chosen from their makers' data
Sources
The equations are the standard ones for a simply supported, prismatic elastic beam; the calculator is tested against hand-worked examples in inches and in millimetres. Species moduli are copied from the Wood Handbook's Table 5–3b as published, without the 10% shear correction. Plywood, MDF and other panels have no preset because their stiffness is not a solid-wood figure; enter the maker's value. Unit conversions use exact definitions: 1 in = 25.4 mm, 1 lb = 0.45359237 kg, standard gravity 9.80665 m/s².
- 1.
Chapter 5: Mechanical Properties of Wood. USDA Forest Service, Forest Products Laboratory — Wood Handbook, FPL-GTR-282, 2021.
Used for: Modulus of elasticity in static bending at 12% moisture content for US species (Table 5–3b): eastern white pine 1.24, red alder 1.38, American basswood 1.46, black cherry 1.49, yellow-poplar 1.58, black walnut 1.68, white ash 1.74, white oak 1.78, northern red oak 1.82, sugar maple 1.83, Douglas-fir (coast) 1.95 and yellow birch 2.01 × 10⁶ lbf/in²; measured on simply supported, centre-loaded beams at a span-depth ratio of 14:1, so including shear deflection, which raising the figure 10% removes; creep — time-dependent deformation under a sustained load, which at typical design levels may after several years approximately equal the initial elastic deflection, and which rises with temperature and humidity swings.
- 2.
AnchorIt.gov. U.S. Consumer Product Safety Commission.
Used for: Bookcases and other furniture anchored to the wall against tipping, which no sag calculation addresses.
About this calculator
Written by BenchRoot Editorial. How BenchRoot sources, checks and corrects its pages is set out in the Editorial Policy. If something here is wrong or unclear, the contact page explains how to tell us.
