How to Obtain Reaction of Truss Pinned Connection A, B, and C?

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SUMMARY

The discussion focuses on obtaining the reactions of a pinned connection in a statically indeterminate truss involving points A, B, and C. The user initially attempted to use the moment method but reported incorrect results for the reaction forces. Experts confirmed that due to the truss's external static indeterminacy, with six unknown reaction forces and only three equations of equilibrium, a more complex analysis method, such as the stiffness method or matrix analysis, is required to accurately determine the reactions.

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DavidLee24
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Hey guys,

Sorry for this newbie question, I would to ask how to I obtain the reaction of the pinned connection of A, B, and C (See attachment)? Do I really have to use Force-Method? I actually attempted to use Moment at different places and do simultaneously (Idk if it's the right thing to do) but apparently I got Ay = 38.07kN, By = 37.39kN and Cy = 0, which I think it is wrong, can anybody help?

Thanks.

-DL
truss.PNG
 
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The truss is externally statically indeterminate with 6 unknown reaction forces and just 3 equations of equilibrium, so you have to resort to a painstaking indeterminate analysis using a method of your choice.
 
PhanthomJay said:
The truss is externally statically indeterminate with 6 unknown reaction forces and just 3 equations of equilibrium, so you have to resort to a painstaking indeterminate analysis using a method of your choice.

Thanks for the reply, Jay! I've been studying stiffness method to solve for this question. But I have several question that I would like to ask, (see attachment)
truss_2.png

truss_3.png


From the truss, I put them into global coordinate, and named the member (in square), but I would like to ask about the arrow for Near and Far (in Cyan), is there ways to determine or is it assumed by ourselves? Thanks!
 
nodal analysis is how one would do it but as said if there are too many unknowns than knowns, computational methods may have to be used. I know sometimes with complicated trusses using matrices can be an adequate tool I believe.
 

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