What is the maximum load the concrete can support?

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The discussion centers on calculating the maximum load a circular concrete pillar can support, given its tensile, compressive, and shear breaking stresses. The tensile breaking stress is 3.1 MN/m^2, the compressive breaking stress is 37.7 MN/m^2, and the shear breaking stress is 9.4 MN/m^2. Participants clarify that for an upright pillar supporting a load from above, only the compressive stress is relevant for determining failure. It is emphasized that while multiple stresses exist, the compressive stress is the primary factor, as it is the highest limit. Ultimately, understanding the method of failure as the load increases is crucial for predicting the pillar's performance.
Dennydont
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Homework Statement


A certain type of concrete has a tensile breaking stress of 3.1 MN/m^2, a compressive breaking stress of 37.7 MN/m^2 and a shear breaking stress of 9.4 MN/m^2. A circular pillar of this concrete has a radius of 0.6 m. What is the maximum load it can support assuming that it is evenly distributed over the top of the pillar?

Homework Equations


Normal stress, [PLAIN]http://upload.wikimedia.org/math/9/d/4/9d43cb8bbcb702e9d5943de477f099e2.png=F/A
Shear stress, [PLAIN]http://upload.wikimedia.org/math/d/9/5/d95fd1519e587418ebe3da8fb081701f.png=F/A

The Attempt at a Solution


I haven't dealt with this sort of problem where the object has more than one type of stress applied to it. I tried finding the maximum load (or force) by adding up all the stresses and multiplying by the area which in this case is πr^2 but this doesn't give me the correct answer. I'm running out of ideas, could Pythagoras' theorem be considered? Please help!
 
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You added a tension stress to a compression stress? is the pillar going to be compressed, or will it be stretched, if it is supporting some "load"?
Is the load above it, below it, or beside it?
 
Which of those stresses would apply to an upright pillar supporting a load from above?
 
lightgrav said:
You added a tension stress to a compression stress? is the pillar going to be compressed, or will it be stretched, if it is supporting some "load"?
Is the load above it, below it, or beside it?
Ah of course, how silly of me! Even though there are multiple stresses in the problem, only one is required for solving. Thank you!
 
Dennydont said:
Ah of course, how silly of me! Even though there are multiple stresses in the problem, only one is required for solving. Thank you!

Well, for completeness you need to check two not just one. The "compressive breaking stress" is just another way of referring to the normal stress that will break the pillar. But this limit is bigger than the other limit. So the check for this one is that it's stronger than the other. So if the other one is ok this one is too. And if the other one fails this one does not matter.

But it tells you that you can predict the method of failure of the pillar as you increase the load to the point it does fail.
 
The book claims the answer is that all the magnitudes are the same because "the gravitational force on the penguin is the same". I'm having trouble understanding this. I thought the buoyant force was equal to the weight of the fluid displaced. Weight depends on mass which depends on density. Therefore, due to the differing densities the buoyant force will be different in each case? Is this incorrect?

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