Problem Diagram

I'm very new to engineering and thought I'd start with some basic problems and test them out with my own constructions! I've come up with this fun problem and would love some help solving it.

Say you have two beams of wood with a thickness of 10cm.

Say you then set up a series of 13 3m tarpaulin sheets that are attached to the beams via screwed-in hooks, with 10cm between them, and placed 300kg worth of soil in each one, with a max depth of 5cm in the lowest point of the tarp.

What opposing force, in the form of grounding wire, will be needed to stop the beams from toppling over?

I have not formally studied physics since high-school, but my thinking was that there would be a torque force that needs to be opposed, my thinking is as follows:

The torque force at each point would be represented by the formula τ=rF, as the hooks would be perpendicular to the ground so sin(θ) would be 1.

We can therefore work out total torque applied to each beam with the sigma:

Sigma notation

The problem I now face is trying to calculate the force needed for H, as well as θ. I don't understand how the torque is distributed across the beam and how that impacts the force needed to counteract it.

Is the presence of a wire like H even necessary, or can the beams be grounded with foundation to support the weight?


This is too difficult as a starting problem. There are many things not considered/ not correct. I will start with the most elementary, and move progressively (IMHO) to the more advanced subjects.

Lateral forces on the tarp.

The following is an part of your image

enter image description here

you are assuming that because the load is 300 kg (and therefore the load is 3000 N), that automatically the lateral forces on the beams are just half 1500 N.

In truth what will happen is the following (this is again a simplified version, because the distributed load makes things more complicated):

enter image description here

where :

  • $F_1$ is the force from the left wall
  • $F_2$ is the force from the left wall
  • $L=3000N$ is the load

As you can see $F_1, F_2$ form an angle with the horizontal plane. Therefore we can analyse both forces on the horizontal (x), and vertical (y). You can see the analysis below.

enter image description here


  • $F_{2x} = F_2 \cos\theta$
  • $F_{2y} = F_2 \sin\theta$
  • $\theta$ is the angle with the horizontal plane

From the equilibrium of forces on the X-axis you should get:

$$2 F_{2y} = L \Rightarrow$$ $$F_{2} = \frac{L}{2} \frac{1}{\sin\theta} $$

Notice the $\frac{1}{\sin\theta}$, which for small $\theta$ will increase a lot $F_2$. Just as an indication if $\theta = 5 \deg$, then $\frac{1}{\sin\theta} = 11.4737$, so the force acting on the beam will be about 16500 N (instead of 1500N). Also take notice that 5% is quite steep and you are expected to have even smaller angles if you are expecting the tarp to be relatively straight.

Unclear how the beams are mounted.

Another significant problem is that its unclear how the beams are mounted to the ground.

If the beam are fixed to the ground (image a stick into a hole), then behaviour and the force requirements from the wire would be significantly different to a case b) where the beam was allowed to rotate around a hinge.

Until you "fix" those constraints the results you will obtain for this problem will be very different.

Other issues

The beams depending on the material and cross-section will also bend (also depending on the properties of the wire), so that will cause different forces on the different sections of the beam.

Tarp is a membrane

Finally another problem which is more advanced, is that the tarp will behave as a membrane. This has its mathematical implications and the analysis is more involved, so I won't dwelve into it (Given the constraints I wouldn't really know how to start).

  • $\begingroup$ NMech, this is simply fascinating, I can't thank you enough for taking the time to educate me! I really appreciate it. I am very intrigued by the membrane issue but am completely willing to accept it's not appropriate for my current level of expertise - but if the tarp is non-permeable does that make a difference? I will fix these constraints and upload an amended problem! Thank you once again! $\endgroup$ May 19 at 9:42
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    $\begingroup$ The non permeability of the tarp will make things slightly easier. However, it is still a very involved problem, that you will need to cut a lot of corners to obtain a reasonable solution. One suggestion to simplify things, would be to start by using a single tarp, at a random place vertically. It will be better if you could use a rigid horizontal beam instead of the tarp (if your problem permits it). $\endgroup$
    – NMech
    May 19 at 10:00
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    $\begingroup$ Apologies, I don't have the reputation currently to upvote - I am currently researching more as I feel quite determined to solve this problem. It's probably not wise, but I like to throw myself into the deep end a bit, I find it suits my learning style. I have already learnt a lot from your answer, but will probably update the post with more information before I accept this, I am unfamiliar with stackexchange courtesy, so I hope that's okay. I am now looking into lateral forces, bracing and rigid beams. Thank you very much for your help once again. $\endgroup$ May 19 at 10:14
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    $\begingroup$ @NMech Your analysis works fine for a membrane, if you use the angle of slope at the edge of the membrane in your diagram. The fact that the membrane is curved makes no difference. The posts only "feel" the tension at the edge of the membrane which has to be in equilibrium with the total load on it. $\endgroup$
    – alephzero
    May 19 at 12:09
  • $\begingroup$ @alephzero, I agree about the angle. However, I figured that the curvature from the membrane will depend on the properties of the mebrane itself, and also on how the membrane is mounted (e.g. tethers only on two sides, or on all four sides), and the curvature will vary at different sections of the tarp. Isn't that right? So, it will very quickly escalate into a problem with multiple parameters which cannot be described as introductory. $\endgroup$
    – NMech
    May 19 at 12:13

The tarp is too flexible to resist the horizontal forces induced by the anticipated 5cm deflection, thus the cable is required to be able to hold the post in position as shown in the sketch below. Without the cable, the horizontal force produces a moment (torque) about the support point "A", and the fun system will simply fall flat due to unrestricted rotation.

enter image description here


To follow up on answer by NMech:

I suspect if this were built, it would be necessary to have tension adjustment, due to elasticity of the tarp. Then, the sag and any 3D "catenary type" shape (a gnarly math problem of its own, and that link doesn't include there being more load in the center in our case), is simply a byproduct of however much the builder tensions the tarp. Noting here that to get any reasonably flat angle, tarp-tension >> load.

With the pre-set tension being maintained approximately constant by the elasticity, AND, if the angle of the tarp edges from the horizontal is small, this more complicated geometrical aspect of the problem could be neglected. Due to the small-angle approximation (cos(small_angle) approximately 1), the horizontal projection of the tarp tensions will be approximately the same as their magnitude.

Then you proceed per the other answers, balancing moments on the pole to get the support cable tension.


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