Consider the structure shown below with material and section properties as indicated on the figure. Calculate the forces in all truss members, and the shear and bending diagram of the beam. 180 in 180 in E = 29000 ksi I = 3000 in A = 1 in2 3A A 3A 240 in 3A 20kips A 3A 240 in 2A + 20kips I, 36A 360 in A wwwwwww 1. For the structure, report the displacements, reactions and member forces. 2. Using the obtained reactions, check the global equilibrium by hand calculations 3. Show a deformed shape of the structure.