Is the Complex Direct Stress Equation Correctly Simplified?

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The discussion revolves around the simplification of the complex direct stress equation and its components. The first question clarifies whether the division applies to the entire equation or just a part, with the consensus being that it involves the entire term. The second question addresses the transformation of the equation into a form involving cosine squared, which is explained as a matter of trigonometric identities rather than calculus. Participants emphasize the importance of understanding coordinate transformations and provide a resource for further exploration of Mohr's circle for plane stress. The conversation concludes with a participant expressing partial understanding of the factoring involved in the equations.
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Attached image with problem.
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2 Questions;

1.
δn.|AB| = δx.|BC|.cosΘ
becomes
δn = δx.|BC|.cosΘ / |AB|

This is dividing the entire "δx.|BC|.cosΘ" equation by |AB| or just the |BC| part? Is there a difference?

2.
Half way down page, boxed equation. How does δx.|BC|.cosΘ / |AB| = δxcos^2Θ and then 1/2(δx+δy)
Is this calculus? Should I find this in a log table I've been searching but haven't found where to look this up.

Thanks for any help.

 
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Mechaman said:
Attached image with problem.
View attachment 89360
2 Questions;

1.
δn.|AB| = δx.|BC|.cosΘ
becomes
δn = δx.|BC|.cosΘ / |AB|

This is dividing the entire "δx.|BC|.cosΘ" equation by |AB| or just the |BC| part? Is there a difference?

It's simple trig. |BC| / |AB| = cos (θ)
2.
Half way down page, boxed equation. How does δx.|BC|.cosΘ / |AB| = δxcos^2Θ and then 1/2(δx+δy)
Is this calculus? Should I find this in a log table I've been searching but haven't found where to look this up.

A log table? No, it's not calculus, either. It has more to do with transforming coordinates and using trig identities than with anything exotic like log tables or calculus.

You can find a derivation for these formulas along with discussions on deriving Mohr's circle for plane stress.

https://www.uwgb.edu/dutchs/structge/mohrcirc.htm

The basic idea is to assume the wedge is in equilibrium and to calculate the forces which keep it in equilibrium from the stresses on the sides of the wedge.
 
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Thanks I understand the first part now I have the double angle forumula.

I partly understand the second part until the last factoring:

δx(1+cos2θ)1/2 + δy(1-cos2θ)1/2
1/2(δx+δy) + 1/2(δx-δy)cos2θ

I know this type of factoring looks familiar its been a while since I've done this type of stuff.
 
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