For the space truss subjected to a 1000-lb load in the x direction, as shown in Figure P3–42,…


For the quantity truss subjected to a 1000-lb enjoin in the x direction, as shown in Symbol P3–42, state the displacement of node 5. Also state the stresses in each part. Let A = 25 104 m2 and E = 2 1011 N/m2 for all parts. The coordinates of each node, in inches, are shown in the symbol. Nodes 1–4 are protected by ball-and-socket joints (urban supports).