What is the maximum load the concrete can support?

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Homework Help Overview

The problem involves determining the maximum load that a circular concrete pillar can support, given its tensile, compressive, and shear breaking stresses. The pillar has a specified radius, and the load is assumed to be evenly distributed over its top surface.

Discussion Character

  • Mixed

Approaches and Questions Raised

  • Participants discuss the application of different types of stress to the pillar and question the appropriateness of combining them for calculating maximum load. There is exploration of the relevance of Pythagoras' theorem and the necessity of considering multiple stresses in the context of the pillar's support role.

Discussion Status

Some participants have offered guidance on focusing on the relevant stress types for the scenario, particularly emphasizing the importance of the compressive breaking stress for an upright pillar. There is recognition that while multiple stresses are present, only one may be necessary for solving the problem effectively.

Contextual Notes

Participants are navigating the complexities of applying different stress types to the problem, with some uncertainty about how to approach the calculations given the multiple stress factors involved.

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.
 

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