Statics Forces Problem (Trusses)

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SUMMARY

The discussion centers on calculating reaction forces in a truss system, specifically at supports B and C. The correct reaction forces in the y direction are established as 5 kN each, contrary to the initial assumption of 7.5 kN. The calculations involve summing forces and moments, leading to the conclusion that Ay, By, and Cy are all equal to 5 kN. This problem illustrates the importance of correctly applying static equilibrium equations in truss analysis.

PREREQUISITES
  • Understanding of static equilibrium principles
  • Familiarity with truss structures and their analysis
  • Knowledge of reaction forces and their calculations
  • Proficiency in solving linear equations
NEXT STEPS
  • Study the method of joints in truss analysis
  • Learn about the principles of static equilibrium in two dimensions
  • Explore the use of free body diagrams for complex structures
  • Investigate the effects of external loads on truss systems
USEFUL FOR

Students in civil engineering, structural engineers, and anyone involved in analyzing truss systems in mechanics.

darthxepher
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Homework Statement



I was doing a problem with my friend (the image that is attached to this) and when looking up a solution online... It said that the forces at reaction supports B and C are 5 kN in the y direction...


Homework Equations





The Attempt at a Solution



We thought that since these members are trusses, all the force from the external loading... is 15 (10 + 5) and that the reaction supports in the y direction at B and C should be 7.5. Where did we go wrong?

Thank you! :)
 

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darthxepher said:

Homework Statement



I was doing a problem with my friend (the image that is attached to this) and when looking up a solution online... It said that the forces at reaction supports B and C are 5 kN in the y direction...

Homework Equations



The Attempt at a Solution



We thought that since these members are trusses, all the force from the external loading... is 15 (10 + 5) and that the reaction supports in the y direction at B and C should be 7.5. Where did we go wrong?

Thank you! :)

What is the reaction force at A ?
 
If it is a truss... Do we still account for the reaction force at support A in the y direction?

If this was the case and I took the moment at A I would get :

-1*(10) + -2*(5) + (2-0.707)*By + (2+0.707)Cy = 0
=> 1.293*By + 2.707*Cy = 20

And for the sum in the y direction of the system:

Ay + By + Cy = 15

(Assumption) Since Cy = By:

By = 5
Cy = 5
Ay = 5
... Ok... I just solved it... :P

Thanks Dude. :D
 

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