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The SagulatorThe Sagulator helps you design shelves by calculating shelf sag (deflection) given type of shelf material, shelf load, load distribution, dimensions, and method of attachment. You can also specify an edging strip to further stiffen the shelf. See the notes below for usage tips. Notes 1. The deflection calculations use average wood stiffness properties of clear, straight-grained samples measured in controlled laboratory conditions (mainly from the U.S. Forest Products Lab). Expect some real-life variation from the calculated results. 2. The eye will notice a deflection of 1/32" (0.03") per running foot, or 3/32" (0.09") for a 3' wide bookshelf. The Sagulator computes initial sag only. As an engineering rule of thumb, wood beams/shelves will sag an additional 50% over time beyond the initial deflection induced by the load. Thus, a suggested target for allowable sag is 0.02" per foot or less. 3. Once you have a maximum allowable sag figure in mind, you can design your shelf by tweaking the material types and dimensions. Many bookshelves have a depth of 8" to 12", a width of 24" to 36", and a thickness of 3/4" to 1". 4. A fully loaded bookshelf weighs 20-40 pounds (9-18 kg) per running foot, or 60-120 pounds (27-54 kg) for a 3' wide shelf. A value of 35 pounds per running foot is used by some for library shelving. Fine Woodworking magazines can weigh up to 40 pounds per foot. 5. You can enter fractional dimensions as decimals (8.75), or as conventional fractions (8 3/4). If you use fractions, just make sure to leave a space between any leading whole number and the fraction. 6. The shelf thickness value is actual thickness, not nominal. If you're using common construction lumber, a 1 inch board is actually 3/4" and a 2 inch board is 1-1/2" thick. 7. This calculator can also be used to measure beam deflection. Because beams are typically positioned on edge, use "thickness" to represent beam depth and "depth" to represent the thickness of the beam. The shelf span parameter represents the beam span. 8. The Melamine material choice assumes M-1 grade particleboard with a melamine resin/paper facing. If your melamine sheet has a different particleboard grade (M-2, M-3, etc), select that grade of particleboard in the pull-down menu. The melamine facing has a negligible effect on the stiffness of the shelving material. 9. If using a hardwood ply with a composite core - veneer center plies, with relatively thick MDF outer layers under the face veneers, select MDF for the shelf material. 10. An optional edging strip can be specified to stiffen the shelf. The "thickness" of the edge strip will be the same direction as "depth" of the shelf, and the "width" of the strip will be the same direction as "thickness" of the shelf. For the purpose of computing sag, it doesn't matter if the strip is attached to the front of the shelf or its underside. 11. An option is provided to adjust the calculated deflection using correction factors derived from real-life shelf sag measurements recorded in the WoodBin testing lab (also called my basement workshop). The factors should be particularly useful for fixed shelves. Note: in some rare instances, the lab correction produces negative sag; if this occurs, the standard deflection calculation is used.
Tips for Managing Shelf Sag
Credits and References The Sagulator employs established engineering formulas for calculating beam deflection. Some references that I found useful include:
Special thanks to Steve Stephenson for providing initial formulas and Jeff Bratt for his very helpful input (including the spiffy shelf diagram), and derivation of formulae for handling an edging strip.
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