(10 points) Draw a typical Euler-Bernoulli beam element which has the following properties: mod- ulus of Elasticity E, length he and moment of intertia I(x) = (1 + 2x/he), where x is the local independent coordinate. At the completion of the main processing step of the finite element analysis involving this element, the solution obtained for this element is [u, u, u, u] = [2, -3.5, 6, 1.5] What is the estimate of the bending moment M(x) at location x = 0.6h?