Analysis of Structures: Finding Reactions & Forces in Trusses

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SUMMARY

This discussion focuses on the methodology for analyzing trusses to determine reactions and member forces. Participants emphasize the importance of using free body diagrams to identify reactions at pins and suggest that initial assumptions about force direction—whether compressive or tensile—are necessary. If the calculated force results in a negative value, it indicates that the initial assumption was incorrect. Observing the loads on the structure can also provide insights into the expected direction of forces.

PREREQUISITES
  • Understanding of free body diagrams in structural analysis
  • Knowledge of compressive and tensile forces in trusses
  • Familiarity with basic principles of static equilibrium
  • Experience with naming and labeling forces in engineering problems
NEXT STEPS
  • Study the method of joints in truss analysis
  • Learn about the method of sections for finding internal forces
  • Explore the principles of static equilibrium in more depth
  • Investigate the relationship between load observations and force direction in structures
USEFUL FOR

Structural engineers, civil engineering students, and anyone involved in analyzing trusses and understanding force distributions in static structures.

drewdiddy
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I have a question on setting up a problem to find the reactions and forces in members of trusses.

So initially I find the reactions at the pins using a free body diagram, I get that. However, when I need to find the forces of the particular members am I supposed to take an initial guess as to whether or not the forces are compressive or tensile and then based on whether or not I get a negative for my result proves the accuracy of initial assumption?

Or do I analyze the loads being placed on the structure and should it tell me from observation what direction the forces are going?

Any help is greatly appreciated.
 
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Hi drewdiddy! :smile:
drewdiddy said:
…am I supposed to take an initial guess as to whether or not the forces are compressive or tensile and then based on whether or not I get a negative for my result proves the accuracy of initial assumption?

Or do I analyze the loads being placed on the structure and should it tell me from observation what direction the forces are going?

Presumably you're giving the forces names like F1 F2 F3 etc ? …

in that case, yes you have to make a guess as to which direction the force is (and mark it on your diagram) …

if it turns out to be wrong, that doesn't matter, since, as you say, it'll come out negative.

(incidentally, the same thing happens in electric circuits … you just guess which way the current is flowing, and sometimes it comes out negative! :wink:)
 

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