Solving Truss Homework: Finding All Forces in Members

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SUMMARY

The discussion focuses on solving a truss homework problem involving the calculation of forces in truss members. The user, Anthony, has successfully determined forces AF and AB as 25.9 and 12.99, respectively, but struggles with the remaining forces due to the truss being statically indeterminate. Key methods mentioned include the method of sections and the method of joints. Suggestions for improving the design include adding extra members to reduce compressive forces, particularly since the truss will be constructed from 3mm square balsa wood.

PREREQUISITES
  • Understanding of static equilibrium equations: Sum x = 0, Sum y = 0, Sum Moments = 0
  • Familiarity with the method of sections and method of joints in truss analysis
  • Knowledge of statically determinate vs. indeterminate structures
  • Basic principles of structural design, particularly for lightweight materials like balsa wood
NEXT STEPS
  • Research the implications of statically indeterminate structures on force calculations
  • Learn how to apply the method of sections more effectively in complex truss systems
  • Explore design modifications that can enhance the stability and load distribution in trusses
  • Investigate software tools for simulating force effects in truss designs, such as Force Effects
USEFUL FOR

This discussion is beneficial for civil engineering students, structural engineers, and anyone involved in truss design and analysis, particularly those working with lightweight materials and seeking to understand force distribution in statically indeterminate structures.

ajd-brown
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Homework Statement



I need to find all the forces acting in the members of this truss.


Homework Equations



Sum x = 0
Sum y = 0
Sum Mom. at any point = 0

The Attempt at a Solution



i have tried using the method of sections and method of joints to solve this truss, but i cannot get any more values than the AF and AB, which = 25.9 and 12.99 respectively.

I don't want anybody to do it for me, i just need some help with the correct method, i think the fact that it is not statically determinate may have an impact, also does anybody have any idea as to how to improve this design/make it easier to solve? from experimenting in the program force effects, the addtion of the extra members on top of the truss decreased compressive forces dramatically. i will be making this truss out of 3mm square balsa wood, so compressive forces need to be minimised.

Thanks,

Anthony
 

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Why do you think this truss is statically indeterminate?
You will need to know the dimensions of the truss in order to help you resolve the internal forces.

Hint: it appears that your truss is symmetric about point C in terms of geometry and loading. If you have found AF and AB, what forces will you find in the other end of the truss at ED and EH?
 
SteamKing said:
Hint: it appears that your truss is symmetric about point C in terms of geometry and loading.

so this mean i can cut the truss in half, but what should i do with the central 25n load, should i half it or keep if the same?

as far as indeterminacy goes, i thought that because it does not satisfy m+3=2j (where m is number of members and j is number of joints,) that it is indeterminate, i take it that i am wrong.

thank you for your time and reply,

Anthony
 

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