Bending Stress and Shear Stress

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The discussion revolves around understanding the calculation of shear resistance and moments about the X and Y axes in structural engineering. The user is confused about how to derive shear resistance from given compressive and tensile stresses, despite grasping the moment calculation. It is clarified that the shear load is induced by the same total force that creates the moment, with its magnitude depending on the distance from the force application point to the cross-section. The user acknowledges this insight but still struggles with the absence of the moment arm value for solving the problem. The context of the inquiry is for exam preparation, not a graded assignment.
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I have a question that I couldn’t fully understand its logic. The professor asked us to calculate the shear resistance and moment about the X and Y axis, using the given cross-section and the values of compressive and tensile stresses. I understand how to get the moment, but I’m confused about how to find the shear resistance from these stresses. Could you explain or clarify the method?
 
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Lnewqban said:
Welcome!
The shear load (think of a scissor trying to cut a sheet of paper) is induced by the same total force that induces the moment (which magnitude depends on the distance between the point of application of that force and the cross-section of interest).

Please, see:
https://efficientengineer.com/shear-force-and-bending-moment-diagrams/

:cool:
Thank you for your response.. it really helped me focus on a point I had overlooked: that the same forces causing the moment are also responsible for the shear, even though they affect the member in different ways.

However, I still don’t quite understand how to solve the question, especially since I don’t actually have the moment arm value.

No worries, this isn’t a graded assignment it’s just a revision question, as we’re currently preparing for our exams.
 
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