Consider a high strength precast concrete column shown in the figure below. Suppose that $P_1=60$ kip and $P_2=140$kip. The modulus of elasticity for the malerial is $4\mathrm{.}2{10}^3$ksi $($Figure $1)$

Figure

$1$ of $1$

Part A

Determine the vertical displacement of end $A.$

Express your answer to three significant figures and include the appropriate units.

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