Calculating Bolt Diameter for Shear Stress in a Riveted Joint

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SUMMARY

The discussion focuses on calculating the required bolt diameter for shear stress in a riveted joint, specifically using the equation for shear stress: shear stress = F/A. The allowable shear stress for the bolts is given as 85 MPa. Participants emphasize the importance of determining the force (F) and relating the area (A) to the bolt diameter and the number of bolts involved in the joint. This approach provides a clear pathway to solving the problem presented.

PREREQUISITES
  • Understanding of shear stress calculations
  • Familiarity with the equation shear stress = F/A
  • Knowledge of bolt diameter and area relationships
  • Basic principles of riveted joint design
NEXT STEPS
  • Research the relationship between bolt diameter and shear area in mechanical design
  • Study the effects of shear stress on bolt performance
  • Learn about allowable stress values for different materials
  • Explore advanced topics in joint design and failure analysis
USEFUL FOR

Mechanical engineers, structural engineers, and students involved in mechanical design or materials science who are working on joint design and bolt calculations.

jojoba
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This is a problem given for laboratory analysis, but there are no relevant equations in our textbook to help solving the problem. Could anyone just give me a hint on what equation should be used to solve the problem? the only relevant equation I know is :
shear stress = F/A
1. The figure below is of a riveted joint. The joint is fastened together using two bolts.
Determine the required diameter of the bolts if the allowable shear stress for the
bolts is 85 MPa.:

The figure is shown on the last page of the attachment..thanks
 

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You've got everything you need:

Use the equation you supplied. What is F (I saw it in the .pdf you supplied...)? You already know the shear stress, right?

The only thing left is to relate the area to the bolt diameter and the number of bolts. That should be easy, right?

Hope this helps!

-Kerry
 

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