When the truss in Figure P8.8 is loaded, the support at \(E\) displaces 0.6 in. vertically downward and the support at \(A\) moves \(0.4 \mathrm{in}\). to the right. Compute the horizontal and vertical components of displacement of joint \(C\). For all bars the area \(=2\) in. \(^{2}\), and \(E=29,000\) kips/in. \({ }^{2}\).

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48 kips 24 kips 6' 6' B 8 F 8 RE