When the truss in Figure P10.8 is loaded, the support at E displaces 0.6 in vertically dow...

When the truss in Figure P10.8 is loaded, the support at E displaces 0.6 in vertically downward and the support at A moves 0.4 in to the right. Compute the horizontal and vertical components of displacement of joint C. For all bars the area =2 in2 and E=29,000 kips/in2.