Statics Help: How to Find Support Reactions for Structural Problems

AI Thread Summary
The discussion focuses on finding support reactions for a structural problem involving multiple unknowns at joints. Participants suggest using Newton's laws for statics to establish three scalar equations, which can simplify the analysis. Taking moments about specific points, such as A, is recommended to derive the necessary equations for support reactions. There is some confusion regarding the correct formulation of moment equations, but clarification is provided on how to express these in terms of the given variables. Ultimately, the conversation emphasizes the importance of correctly applying static equilibrium principles to solve for unknowns.
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I understand the problem here, what I don't see is how to find the support reactions. Since at each joint we have more than two unknowns I have to find the support reactions. I have the answer to the problem. Could someone tell me how to find the support reactions? It seems like I need to take the moments about G and or F to get the support reactions at the pin at A and the rocker at E. Is this true?
 
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It seems that you have three unknown [rectangular] components, two at A and one at E.

For the structure as a whole, did you write down Newton's laws (for statics) \vec F_{net}=\vec 0 and \vec \tau_{net}=\vec 0, which yields three scalar equations [for this planar problem].. and hence three linear equations in three unknowns? By choosing to evaluate moments about A, you can simplify your system.
 
Right that is what I assumed! However, I'm kind of working backwards throught this text. So I'm not finding the correct moment equations.
 
What are your explicit equations? (in terms of P1, P2, a, e)
 
At pin A we have A_x and A_y at the rocker E we have E_y.

So shouldn't the moments be:

M_A = 20kn-1.5A_y

I'm confused now! I know this is so easy when i finally see it
 
Shouldn't it be "sum of the moments about A"
M_A= (-1)(a)P_1+(-1)(3a)P_2+(1)(4a)E_y ?
 
Yes that is correct. I see now my mistake(s)
 
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