Average Shear Stress on a Plate

AI Thread Summary
The discussion revolves around calculating average shear stress on a plate with a long bolt subjected to an 8 kN force. The user initially miscalculated the average shear stress along the plate, arriving at 18.52 MPa instead of the correct 4.72 MPa. The confusion stemmed from the distribution of forces, where the user clarified that a rectangular element typically experiences double shear. After correcting a typo and using the correct force value, the user confirmed the accurate calculation of shear stress as 4.716 MPa. The thread highlights the importance of understanding shear distribution in structural analysis.
Colt 45 J
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1. Problem Statement
The long bolt passes through the 30-mm-thick plate. If the force in the bolt shank is 8kN, determine the average normal stress in the shank, the average shear stress along the cylindrical area of the plate defined by the section lines a-a, and the average shear stress in the bolt head along the cylindrical area defined by the section lines b-b.

http://img340.imageshack.us/img340/698/solidsproblem1102.jpg

Note: I have solved the shear on the bolt head, as well as the average normal stress in the shank, it's the average shear along the plate that I am having issues with.

Homework Equations


τ = V / A
o= N / A

The Attempt at a Solution



Distribution of forces so the equivalent is 4kN

τ = 4000/(pi*(.009^2-.0035^2))
τ = 18.52MPa

The answer key (which has yet to be wrong in my experience for this textbook) says that the average shear should be 4.72MPa

Edit:
Figured out my error

τ= 8000/(pi*(.018*.03))
τ=4.716MPa
 
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I'm pleased you are happy with your answer, but I didn't understand why it is 4 kN, and not 8kN. If you have a moment to explain I would be grateful.
 
Ah originally it was because with a rectangular element it's usually double shear instead of single, in the case of the answer thank you, as I had put a typo and meant to put 8000N in instead of the 4000, the answer was calculated using the 8000 however and is correct.
 
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