How to Identify Zero Force Members in a Truss Problem?

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To identify zero force members in a truss problem, members AB and AC are confirmed as zero force members, along with others like BD, DG, and FI. The discussion emphasizes the importance of understanding the conditions under which zero force member assumptions are valid, particularly in relation to pinned connections. Members CE, EH, HK, and KJ are also considered for zero force status based on the applied forces and reactions. The need to analyze reactions and start from a specific point in the truss is highlighted for accurate identification. Overall, the conversation focuses on systematic methods for determining zero force members in truss structures.
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I need to find all the zero force members, and solve for the other members. I am at school right now but I can definantly tell AB and AC are zero force members. When I get home I will see what else I can come up with. Also I cannot remember how to get the angled trusses Also All 3 downward forces are 20 kips

http://img.photobucket.com/albums/v625/BrockBlackZ/prob1.gif
 
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By=22.11 and Iy=57.89... Since Bx=0 then I guess BD and DG are zero force members, How about GJ? Also sicne AC is zero is CE, EH, HK also zero? I also think FI is zero too. I know there are a lot of zero force members in here just need some help finding them
 
Assuming pinned connections, the only obvious zero force members are ED, HK & KJ.
 
Since the lower right reaction is a roller, then FI will also be a zero force member. I would find your reactions and start at I.
 
Why would ab and ac not be zero focer membes?
 
Go back and read when the assumption for zero force members is valid. If that does not help then report back.
 

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