What is the correct FBD and equilibrium equations for a truss analysis?

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jegues
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Homework Statement



See figure

Homework Equations



[tex]\sum F_{x} = 0[/tex]
[tex]\sum F_{y} = 0[/tex]
[tex]\sum M = 0[/tex]

The Attempt at a Solution



See other figure.

is the FBD for my truss correct?
 

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jegues said:

Homework Statement



See figure

Homework Equations



[tex]\sum F_{x} = 0[/tex]
[tex]\sum F_{y} = 0[/tex]
[tex]\sum M = 0[/tex]

The Attempt at a Solution



See other figure.

is the FBD for my truss correct?
Except for the typo error for the load applied at C (should be 4.5, not 4), your FBD is excellent, nice work.
 
Now that I'm sure my FBD diagram and equilibrium equations are correct, I moved onto the actual truss analysis and I'm still not obtaining an equilibrium at all the joints within the truss.

Can anyone help me find my error?

This has been giving me quite the headache!

Thanks again.

EDIT: Fixed my error, got everything to work out ;)
 

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