Please Solve Using Thomas Algorithm and step size delta x = 6 inches

28.27 The basic differential equation of the elastic curve for a uni- formly loaded beam (Fig. P28.27) is given as dywLWx? where E = the modulus of elasticity and I = the moment of inertia. Solve for the deflection of the beam using (a) the finite-difference approach (Ax = 2 ft) and (b) the shooting method. The following parameter values apply: E = 30,000 ksi, 1 = 800 in, w = 1 kip/ft, L = 10 ft. Compare your numerical results to the analytical solution, L ox x y = - 12EI 24EI 24E1 FIGURE P28.27 28.27 The basic differential equation of the elastic curve for a uni- formly loaded beam (Fig. P28.27) is given as dywLWx? where E = the modulus of elasticity and I = the moment of inertia. Solve for the deflection of the beam using (a) the finite-difference approach (Ax = 2 ft) and (b) the shooting method. The following parameter values apply: E = 30,000 ksi, 1 = 800 in, w = 1 kip/ft, L = 10 ft. Compare your numerical results to the analytical solution, L ox x y = - 12EI 24EI 24E1 FIGURE P28.27