Testing the stiffness of tripods has been a long time coming, and I am finally getting around to it. Up until now, I have been reporting the stiffness of tripods at their maximum height. This is the most natural approach, and most people are going to use their tripod at maximum leg extension most of the time. However, there are some very notably exceptions. Some tripods such as the Really Right Stuff TVC-33, come in a ‘long’ version, in this case, is the TVC-34L. The TVC-34L extends to 68.8 inches, placing the camera far overhead for most people. The tripod will thus be used most of the time in a somewhat retracted position.

This stiffness vs height test is also a necessary step towards building a framework to compare tripods of different heights. We want to be able to compare two tripods by approximating the stiffness that the taller of the two would be, if it were set at the same height as the shorter one. This will require having a simple mathematical model for tripod stiffness vs height. Once we have such a model, I will also apply it to creating a more realistic score metric for tripods. Currently, I simply take the stiffness x height / weight to create an approximate score to rank tripods by. I don’t believe that this metric adequately rewards taller tripods compared to shorter ones.

I am going to test two different mathematical models for the stiffness vs height. The first is the simplest, just a power law:

where is the stiffness, is a normalization constant corresponding to , is the height, and is some exponent. The fitted parameters will thus be and , with being the primary one of interest. Most beam deflection formulas follow this structure, and it is thus reasonable to expect a tripod, whose stiffness is based on the rigidity of beams, to behave similarly. The model is far from perfect though, most notably because the stiffness of the ‘beam’ in question, the tripod legs and apex, varies significantly along its length. The upper leg sections are vastly more stiff than the lower ones, and the leg locks will also reduce the stiffness at specific points along the length.

The second model I am going to test is very similar to the first, except that I will include a constant that accounts for some finite stiffness about the apex of the tripod. The first model assumes that the only thing that isn’t completely rigid in the tripod is the legs. Of course this isn’t true. The center column locking mechanism and leg spreading joints should reduce the stiffness of the system overall, but not in a way that changes with the length of the legs and overall height of the tripod. Thus, this second model approximates the system as two springs, one is the apex, and the other the legs and is represented as:

where is the stiffness of the all of the stuff at the top of the tripod that does not change with the height. We can see that this is simply the addition of a constant stiffness factor to the power law model above, added in the usual way for springs in series. If is infinite, this reverts back to the power law model.

For this first test, I used a Manfrotto MT055XPRO3. This is an ideal candidate because it has low damping, making the stiffness measurements more reliable. It is decently tall, so I can test a significant range of height. Finally, it is not so stiff that I will have trouble measuring the stiffness at lower heights. Note that I am using leg length instead of tripod height as my x-axis. This helps isolate the effect of the legs on stiffness. The tripod height is simply a percentage of the leg length, plus a small amount of the center column stack. In practice, it matters very little which factor I used to fit the data, as they gave very similar results.

Here are the results:

We can immediately see that including the term for finite stiffness apex makes a big difference and results in a much better fit. This is most easily visible at the ends of the fit where, the simple power law fit begins to diverge significantly from the data. The data includes the full span of the possible extension of the tripod legs, but we can see that the fit with finite apex stiffness results in more reasonable behavior if we were hypothetically able to extend or contract the tripod further. The better behaviour can also clearly be seen in a plot of the residuals:

The green (simple power law) fit diverges from the data at the ends of the data series. The fit for the power law with apex correction is so much better, that I will only be discussing it from here on out.

The fitted apex stiffness of 4185 Nm/rad is a very reasonably quantity. That is the same stiffness as quality ball heads, and stiff enough that it will feel completely rigid to the hand. The flexibility of the tripod is therefore dominated by the legs when they are at full extension.

The exponent for the power law on the legs was fit to be -1.82. I don’t have a lot of context for interpreting this number at the moment, except that it is close to -2. So, the legs are roughly four times as stiff when at half their height. But, as the stiffness of the legs increases, the more that the flexibility of the apex begins to matter, so the tripod as a whole is not four times as stiff. I need to test the stiffness vs height for a number of other tripods to know if this exponent is consistent among different models.

The data for pitch direction tells a similar story:

However, due to the nature of the data, we should have less confidence in the fit parameters. In the yaw direction, we successfully captured a noticeable curve. Here, the data looks pretty linear, and the range of parameters that can make a reasonable looking fit to the data is larger. Taking the data at face value though, the flexibility of the apex plays a much larger role for the pitch direction.

Finally, lets take a look at the damping vs height:

There is a very clear upward trend in the damping as the tripod gets shorter. It has to get a lot shorter before it begins changing significantly though. Don’t expect to drop the height a couple inches and expect the damping to noticeably improve. I don’t have a model for how I expect the damping to behave, but the raw data is still informative.

This data has opened up a number of new lines of inquiry. Here they are in no particular order:

- The MT055XPRO3 tested here only has three leg sections, limiting the range of possible heights. What does the data look like for a four or five section tripod, and can I distinguish more clearly between the two models?
- If I run a similar test on the very similar carbon fiber MT055CXPRO3, will I fit the same value for the apex stiffness? Both tripods share identical hardware for the apex, and so it should be the same. This would help establish the validity of the model.
- What kind of exponent do other tripods exhibit when adjusting the height?
- What kind of apex stiffness is observed for tripods that have no center column? Does the mere presence of the center column affect stiffness?

Unfortunately, carrying out this test of stiffness vs height was incredibly time consuming, and I simply cannot repeat it and add it to the test results for every single tripod. It is illuminating enough data though that I will be repeating on a variety of different (and similar) tripods to extract their secrets. In the future I will be speeding up the data acquisition process by taking fewer data points and possibly ignoring pitch and damping data.

I was hoping to be able to use a power law to extract a simple metric to compare tripods with each other after only measuring the stiffness at maximum height. Since it appears that the apex stiffness plays a significant role, this is not possible. To get a perfectly consistent score metric, I would need to do a stiffness vs height test for every tripod. I may still choose an exponent metric different from the -1 I currently use, but it will require a lot more careful consideration, and sure won’t be perfect.

This is fantastic!

An exponent of -2 would be ideal for

bending of beams, but I’m not sure

how exactly this would play out with

the stepped thickness. I’d predict an

even higher exponent, actually, given

that a fully retracted leg is the

maximum thickness.

Thanks! Yeah, I am really excited to test more tripods and see how they fare. I totally agree about expecting a higher exponent given the stepped thickness of the leg. I’m not sure what the exactly right beam deflection model is, but I am beginning to suspect it is cantilever with end moment, in which case for a solid beam, the exponent is -1. Need to test more tripods …

Dave, I love the work you’re doing! How did you extend the legs to get your height? Was it all 3 sections equally,

or the thinnest one first, or the fattest one first, or something else?

Good question, I forgot to add that detail. I retracted the thinnest legs first, as I expect this maximizes stiffness.

It would be interesting to see the leg section being adjusted labeled on the graphs. It appears the graphs

have inflection points that perhaps correspond to the particular leg section being retracted.

But that’s not how one is supposed t

o use a long tripod I heard. One doe

sn’t want to risk mud an debris in the

first twist lock.

That’s fair. But it is the most stable way to use a tripod in lab conditions. The results wouldn’t be that different if I had retracted a different leg section first.

David, amazing work!

This may be a stupid question but how

did you physically measure the

stiffness? I am guessing there is

specific equipment for doing so?

Sorry, I am fascinated by this study

but far from a physics/engineering

student. 😀

Yes, I physically measure the stiffness of each tripod tested, or in this case, at each height. I have some custom equipment I built for this purpose, check the ‘Methodology’ tab on the site for all the glory details. In short, I put a large bar on the tripod and force it to vibrate. The stiffness can then be very accurately calculated from the vibration frequency.

I have the handicap of being raised by an engineer. My first experience with a tripod was one that was heavy wood and had a theodolite on top of it.

Lots of things have telescoping sections, radio antennas, fishing poles, closet rods, landing gear on aircraft, hydraulic and pneumatic actuator or lift cylinders on heavy equipment and extensible booms on truck cranes. As the load gets larger, the more attention gets paid to this idea of column bearing failure, and keeping column bearing overlap more consistent. For the purposes of this discussion one end of the bearing is the collet or lock, the other end is the bushing that keeps the inner tube centered and retained in the outer tube.

while most people will buy a light tripod that is shorter than needed and end up using it fully extended, these same folks will often be disappointed. Light weight has a cost. My standard practice has always been to extend all sections of the tripod fully then retract each a little bit to adjust height so that space from the bushing at the top of the inner tube is about a hand width inside the outer tube. on the inexpensive tripods i use, that is about 2.5-4 diameters of the inner tube overlap. This is an increase over what i consider a typical overlap of about 3-5cm fully extended that might be about 1.5 diameters of the tubes. So on my old bogen tripods that have 4 leg sections, (3 extensions and locks per leg) I lose about 8 inches of potential height but i gain in overall stiffness and the safety/confidence factor i want because i often ballast my tripods with a sandbag or camera bag on the center column adding to the load of a long, heavy lens and camera at the top of the column.

Most of my tripods are over 30 years old and still work smoothly, and that little extra step, retracting the legs a bit, I think may be related to that. I have acquaintances with similar tripods, and they insist on always extending the fattest tubes fully and using the skinny lower tubes for elevation and leveling adjustments. On most of theirs, there is surface evidence of “crippling” where the ends of the tubes are deformed because that lateral load on the leg has allowed it to bend just past the elastic limit of the material. I feel like this could have been prevented with the discipline to not fully extend every section. If one needed a hardware solution, about half an hour with a roll of fat heat shrink tubing and a tea kettle to place a spacer to limit the extension of the inner tube, might be a great tool for lots of people to improve their tripod performance and extend it’s service life a bit.

This would be incredibly time-consuming to prove or even model since the sloppy tolerances of most tripods would have a significant effect on the overall stiffness. Its hardly scientific and my empirical sample is one person and about 4 tripods, compared to 4 people i shot with regularly over the last 20 years that use a tripod til a leg kinks then replace it. I just wonder if there is some non-destructive method to determine what minimum overlap is really useful.

Hi, what about the number of leg sections, given a certain length? Is a tripod with 3 leg sections stiffer than a tripod with 4 or 5 leg sections? Thanks

Have you made any conclusions regarding stiffness versus the number of leg sections? Are 3 section tripods generally stiffer than 4? 4 sections stiffer than 5?

Yes, fewer leg sections are stiffer. Generally a 3 section tripod will be about 20% stiffer than a 4 section