How to Calculate Shear Stress in a Wooden Block?

AI Thread Summary
To calculate shear stress in a wooden block, it is essential to evaluate different forms of stress and select the smallest value to determine the ultimate load, as exceeding this value leads to failure. Shear stress occurs uniformly on specific planes, often referred to as "shear tear-out." In this case, the double shear force must be considered, which effectively doubles the shear stress calculation for the steel component. The shaded surface area and the inner face of the block are crucial in determining the shear stress distribution. Understanding these concepts is vital for accurate calculations and ensuring structural integrity.
NinjaGodel
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Homework Statement


shear.jpg



Homework Equations



\sigma = F/A

The Attempt at a Solution



I understand that I should evaluate the different forms of stress to find different values of the ultimate load. I also understand that I should choose the smallest value among them since anything greater than the smallest value will cause failure.

I know how to calculate the normal stress in the block and the shear stress in the steel.
I don't understand where shear stress occurs in the block and thus how to calculate it.

shear2.jpg
 
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NinjaGodel: Shear stress occurs uniformly on the two planes represented by the dashed lines. This is often referred to as "shear tear-out." Give it a try.

Also, hint 1: Should Pu for tau_steel be two times what you currently computed?
 
nvn said:
NinjaGodel: Shear stress occurs uniformly on the two planes represented by the dashed lines. This is often referred to as "shear tear-out." Give it a try.

Also, hint 1: Should Pu for tau_steel be two times what you currently computed?

Ah yes it should be because it's in double shear

I knew that:redface:

So the double shear force on the block would go across this shaded surface area:
shear3.jpg

Plus the inner face of the left block I drew

Right?
Thanks for your help by the way
 
Last edited:
NinjaGodel: That is correct. And your answer looks correct. Excellent work.
 

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