For the truss shown in Figure, use symmetry to determine the displacements of the nodes and the stresses in each element.
All elements have E = 200 GPa. Elements 1, 2, 4, and 5 have A = 10 10×4 m2 and element 3 has A = 20 10×4 m2. Let dimension a = 2 m and P = 40 kN. The supports at nodes 1 and 4 are defined.