Solving Truss Loads: Moment, Trusses & Reactions

  • Thread starter Thread starter jellybellybea
  • Start date Start date
  • Tags Tags
    Moments Trusses
AI Thread Summary
The discussion revolves around solving for reaction loads in a truss system with given loads of 800# and 600#. The user expresses confusion while attempting to apply the moment equation to find the reaction load at point C. Guidance is provided to solve for Cy from the moment equation, followed by using the sum of forces in both x and y directions to determine Ax and Ay. It is noted that Cx is zero due to the nature of roller support. The conversation emphasizes the importance of understanding equilibrium conditions in truss analysis.
jellybellybea
Messages
1
Reaction score
0

Homework Statement



http://i277.photobucket.com/albums/kk63/sarcasticlil123/truss.jpg

Homework Equations


p1=800#, p2= 600# and a=8, determine a reaction load


The Attempt at a Solution


sum Ma=0=-4.5p1-6p2+12.5cy
I am generally lost, this isn't homework its practice for the final exam. Could someone help?
 
Physics news on Phys.org
jellybellybea said:

Homework Statement



http://i277.photobucket.com/albums/kk63/sarcasticlil123/truss.jpg

Homework Equations


p1=800#, p2= 600# and a=8, determine a reaction load


The Attempt at a Solution


sum Ma=0=-4.5p1-6p2+12.5cy
I am generally lost, this isn't homework its practice for the final exam. Could someone help?
You've got it right. From your equation, you can solve for Cy. Then use sum of forces in x direction = 0, and sum of forces in y direction = 0, to solve for Ax and Ay. Note that Cx must be zero, since it is a roller support that is free to slide in the x direction, and thus, can support no load in that direction.
 
Back
Top