Problem: Determine the maximum value of the average normal stress

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SUMMARY

The discussion focuses on calculating the maximum normal stress in a structural component using the formula σ = P/A. The correct values for normal stress were identified as σAB = 97.7 MPa and σBC = -66.5 MPa. Key calculations involved determining the force in link AB as 34.641 kN and correctly identifying the cross-sectional area as 300 mm². Participants emphasized the importance of using free body diagrams and Newton's laws to accurately resolve forces in the system.

PREREQUISITES
  • Understanding of normal stress calculations (σ = P/A)
  • Familiarity with free body diagrams in structural analysis
  • Knowledge of Newton's laws of motion
  • Basic geometry for calculating cross-sectional areas
NEXT STEPS
  • Study the application of free body diagrams in structural mechanics
  • Learn about the principles of equilibrium in two-dimensional structures
  • Explore advanced stress analysis techniques in materials engineering
  • Review the calculation of force components in truss systems
USEFUL FOR

Structural engineers, mechanical engineers, and students studying mechanics of materials will benefit from this discussion, particularly those involved in stress analysis and structural design.

zartiox
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Hi guys.

Please look at the uploaded picture.
Normal stress is difined as: σ= P/A. And the Maximum normal stress σ = P/ (b*h/cos(θ)) ??

The right answers should be σAB= 97,7 MPa and σBC = -66,5 MPa. But how do I calculate it?

What I have tried:
Force AB: 40* sin(60deg) = 34,641 kN = 34,641 * 10^3 N

σAB= 34,641 * 10^3 N/((45-20)*12)/sin(60deg)) = 100 MPa
 

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zartiox said:
Hi guys.

Please look at the uploaded picture.
Normal stress is difined as: σ= P/A. And the Maximum normal stress σ = P/ (b*h/cos(θ)) ??

The right answers should be σAB= 97,7 MPa and σBC = -66,5 MPa. But how do I calculate it?

What I have tried:
Force AB: 40* sin(60deg) = 34,641 kN = 34,641 * 10^3 N

σAB= 34,641 * 10^3 N/((45-20)*12)/sin(60deg)) = 100 MPa
I think you are misreading the figure regarding the cross sectional area of the link...its just b*h, where b is (45-20) = 25 mm, and h is 12 mm. Thus, A = 300 mm^2.
But beyond that, you are not calculating the force correctly. You might want to draw a free body diagram of the joint at B and use Newton's 1st law in the x direction (sum of forces in x direction = 0) and y directions (sum of forces in y direction = 0), to solve for the force components in each link. Then the member force can be found from the sq rt of the sum of the squares.
 
Thank you very much, that explanation helped me to could compute it :)
 

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