Shelf Span Physics & Deflection Formulas
Shelf deflection (sag) follows predictable physics based on material properties, dimensions, span length, and load. Understanding these relationships enables accurate span calculations.
Free shelf span calculator for accurate shelving design. Calculate maximum shelf length, load capacity, and deflection for wood shelves, plywood, and MDF. Determine safe shelf spans, prevent sagging, and optimize support spacing. Includes material specifications, sag calculator, and strength analysis for bookshelf, closet, and cabinet design.
Enter shelf specifications to calculate load capacity, sag analysis, and support requirements for your shelving project.
Shelf deflection (sag) follows predictable physics based on material properties, dimensions, span length, and load. Understanding these relationships enables accurate span calculations.
δ = (5 × W × L³) ÷ (384 × E × I) | Application | Limit | Sag on 10ft Span |
|---|---|---|
| Light-Duty (Display) | L/240 | 0.5" |
| Standard (Books, Storage) | L/360 | 0.33" |
| Heavy-Duty (Commercial) | L/480 | 0.25" |
| Precision (Cabinet) | L/600 | 0.2" |
Different species have vastly different stiffness (MOE) and strength properties. Selecting appropriate species is critical for achieving target span-to-thickness ratios.
| Contents | Weight per Linear Foot |
|---|---|
| Books (Hardcover) | 20-30 lbs/ft |
| Clothing/Linens | 10-15 lbs/ft |
| Kitchen (Dishes) | 25-35 lbs/ft |
| Tools/Hardware | 30-50 lbs/ft |
| Commercial Storage | 50-100+ lbs/ft |
The downward bending of a shelf under load. Measured in inches at the point of maximum displacement (center for uniform loads). Acceptable limits range from L/240 to L/600.
A measure of material stiffness in psi. Higher MOE = stiffer material = less deflection. Oak: 1.82M psi. Pine: 1.24M psi. MDF: 0.4M psi.
A geometric property that measures cross-section resistance to bending. For rectangular shelves: I = (Width × Thickness³) ÷ 12. Doubling thickness increases I by 8×.
Load distributed evenly across the shelf length. Examples: books, folded clothes. Uses formula (5WL³) ÷ (384EI) for deflection calculation.
Load concentrated at a single location. Creates 4× more deflection than the same weight distributed uniformly. Uses formula (WL³) ÷ (48EI).
Multiplier applied to expected load for engineering margin. 2× minimum, 3× recommended, 4-5× for commercial/critical. Design Load = Expected Load × Safety Factor.
The unsupported length of a shelf between supports. Deflection increases with the CUBE of span (L³) — doubling span increases sag 8×.
A deflection limit standard meaning maximum sag = span ÷ 360. For a 36" shelf: max 0.10" sag. The most common standard for residential shelving.
A 3/4" plywood shelf can typically span 24-30 inches with moderate loading (20-30 lbs/sq ft). For heavier loads or minimal sag, limit span to 18-24 inches or add center support.
Acceptable sag is typically 1/360 of span (about 1/8" for a 36" shelf). For appearance-critical applications, limit sag to 1/480. Visible sag becomes noticeable at about 1/4" for most people.
Hard maple, oak, and ash are excellent due to high MOE. Cherry and walnut offer good strength with attractive appearance. For painted shelves, poplar is economical. Avoid soft woods like white pine for long spans.
Books weigh 15-20 lbs/ft for paperbacks, 20-25 for hardcovers, 25-35 for reference books. Use 25-30 lbs/ft for mixed collections on 8-12" deep shelves.
Add center supports when span exceeds material capabilities, when sag is visible, or for heavy loads. Generally, spans over 30" benefit from support. Center supports effectively halve the span.
Capacity increases with the CUBE of thickness. Doubling thickness (3/4" to 1.5") increases capacity by 8×. This is the most effective way to increase shelf strength.