Zero Force Member Help: Find P & Distinguish in Figures 10.7 & 10.12

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SUMMARY

The discussion focuses on identifying zero force members in trusses, specifically in Figures 10.7 and 10.12. The user correctly identified Members CD and DE as zero force members in Figure 10.7. However, the identification of Member AD as a zero force member in Figure 10.12 was deemed incorrect. To find the force P, the user is advised to provide relevant equations and show their calculations for further assistance.

PREREQUISITES
  • Understanding of truss analysis and zero force member identification
  • Familiarity with structural engineering concepts, particularly in truss design
  • Knowledge of relevant equations for calculating forces in trusses
  • Basic proficiency in mechanics of materials, including Young's modulus
NEXT STEPS
  • Review the principles of zero force members in trusses
  • Study the equations of equilibrium for truss analysis
  • Learn how to calculate forces in trusses using methods such as the method of joints
  • Examine examples of truss problems involving vertical deflection and material properties
USEFUL FOR

Structural engineers, civil engineering students, and anyone involved in truss design and analysis will benefit from this discussion.

ahennessey
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I need some help distinguishing the zero force member on two different trusses.

In Figure 10.7:

I said that Member CD and DE were zero force members. Is that right?

In Figure 10.12:

I said that Member AD was a zero force member? I am unsure how to find the force P as well?

The vertical deflection at C is zero with the Area for all bars = 1.8in^2 and E= 30000 KSI

Just need some help since I am a little stuck. Thanks!
 

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ahennessey: On problem 10.7, your answer is correct. Nice work. Problem 10.12 is rather nontrivial. Your current answer is incorrect. You would need to list relevant equations and show your work, or list some of your answers, so we could see where (if) your math is incorrect.
 

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