Shear stress resisted by a bolt

AI Thread Summary
The discussion centers on the calculation of shear stress resisted by bolts in a structural problem. A participant questions why the author uses a specific shear force value of (30x10^3)/s instead of multiplying it by 4, given that there are four bolts involved. The response clarifies that the method for determining the Q value for bolt shear should focus on the area of either the top right or top left board, rather than assuming a combined approach. Additionally, it suggests that using the middle and bottom areas divided by two is not recommended but can aid conceptual understanding. The conversation emphasizes the importance of accurately applying shear formulas in structural analysis.
fonseh
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Homework Statement


In this problem , why the author use (30x10^3) /s = VQ / I only ? Shouldnt it be 4(30x10^3) /s = VQ / I

Homework Equations

The Attempt at a Solution


I said so , because the board at the centered is connected by 4 bolts , 2 on the left and 2 on the right . The faces on the right also resisted by the same arrangement of nails , right ?
 

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fonseh said:

Homework Statement


In this problem , why the author use (30x10^3) /s = VQ / I only ? Shouldnt it be 4(30x10^3) /s = VQ / I

Homework Equations

The Attempt at a Solution


I said so , because the board at the centered is connected by 4 bolts , 2 on the left and 2 on the right . The faces on the right also resisted by the same arrangement of nails , right ?
Where did the 30x10^3 come from? Regardless, your method is wrong. In determining Q for bolt shear, either you use the top right board full area, or the top left board full area, or the middle and 2 bottom areas divided by 2 ( this last method not recommended, but may help conceptually with your understanding).
 

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