The dimensions are given in inches. Use area A = 0.0025 sq.m = 3.875 sq. in and E= 29,000,000 psi for all elements. All connections are ball-and-socket. Find the displacement of node 5, forces and/or stresses in all the elements. Analyze the model as given following the sequence of steps from the LAB 2 or LAB 1 I. II. III. area material nodes elements. constraints loads analysis element type Post-processing nodal and elements results Paste the input data and the required output data (nodal displacements, reactions and element forces or stresses) into your report file. Indicate on your own what boundary conditions (CONSTRAINTS) you have chosen for the nodes. Using symmetry, perform the analysis of only half of the model, on the negative Y side of the XOZ plane. Describe in detail how you are using symmetry to analyze a simpler problem: load, constraint:-Indicate the value of the load you are using in this case.-You will have to indicate a different constraint for node at the top (the