Question: With E A = 3 0 , 0 0 0 kips for all members, by how much does element A C have to be shortened

With EA=30,000 kips for all members, by how much does element AC have to be shortened to offset the downward deflection of node E due to the 30 kips load.
With E A = 3 0 , 0 0 0 kips for all members, by

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