A 12 m beam is simply supported roller at one end, and hinged at the other end. The beam has constant (EI) and the load on the beam is illustrated as shown in Figure 1. Using the finite difference method, determine deflections in the beam. Take h=Ax =L/4. The solution must be q.= 40 kN/m finite difference method Constant EI 6m 12 m Figure 1 the beam in Figure Find the magnitude and the location of maximum deflection 1, and then compare the results with the exact solution. If the section of the beam in question 2 changed with the length, as displayed in the Figure 2, find new deflection values in this case? 50 mm 50 mm 50 mm 30 mm Figure 2 Engineering and numerical analyzes