I'd like to mount a shelf on the wall. I have two shelf supports to do so, like this:
Relative to the shelf, where do I place the (blue) supports to achieve the best distribution of load?
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Sign up to join this communityI'd like to mount a shelf on the wall. I have two shelf supports to do so, like this:
Relative to the shelf, where do I place the (blue) supports to achieve the best distribution of load?
As with all good things, it depends.
If you can assume that your supports are totally stiff and that the loading on the shelf will be approximately uniform, then you basically have the following structure:
A rectangular cross-section (such as a plank) will behave equally under positive or negative bending moment, so your objective should be to balance both. To do so, you want your main span to be $2\sqrt2 \approx 2.83$ times the cantilevers. This is found by calculating the cantilever required to offset half of the bending moment due to a uniform load along a simply supported beam:
$$\begin{align} M_{mid} &= \dfrac{qL_{mid}^2}{8} - M_{cant} \\ M_{cant} &= \dfrac{qL_{cant}^2}{2} = \dfrac{M_{mid}}{2} = \dfrac{qL_{mid}^2}{16} \\ \therefore 8L_{cant}^2 &= L_{mid}^2 \\ 2\sqrt2 L_{cant} &= L_{mid} \end{align}$$
If your shelf may be empty, except for a single concentrated load anywhere, then you have to find the points for the supports where the maximum bending moment due to a concentrated load at the edges will be equal to that of a load at midspan.
$$\begin{align} M_{mid} &= \dfrac{PL_{mid}}{4} \\ M_{cant} &= PL_{cant} = M_{mid} = \dfrac{PL_{mid}}{4} \\ \therefore 4L_{cant} &= L_{mid} \\ \end{align}$$
Taking an average of the two cases above, I'd adopt a main span some 3.5 times larger than the cantilevers as a first guess.
If your supports are loose, meaning they won't hold the shelf if it is raised, so there's the risk of it toppling over with too much load on one cantilever, then you need to calculate the maximum load the weight of your shelf can resist. There's too many variables to figure this out trivially, though (linear weight of the shelf, maximum adopted weight, etc). And, honestly, if your supports are loose, you really should just put the supports at the ends, eliminating this risk entirely (but therefore reducing the maximum load the shelf will resist).
Diagrams obtained with Ftool, a free 2D frame analysis program.
There are several criteria you need to consider:
Only you can decide how these various competing criteria trade off in your case.