When the truss in Figure P8.8 is loaded, the support at E displaces 0.6 in. vertically dow...

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 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.

Figure P8.8: