Figure below (a) shows a uniform beam subject to a linearly increasing distributed load. As depicted in Fig. (b), deflection y (m) can be computed with y-120E11. Where E-the modulus of elasticity and 1-the moment of inertia (m). Employ this equation and calculus to generate MATLAB plots of the following quantities versus distance along the beam (a) Displacement (y) (b) Slope [0x) dyldk (e) Moment [Mx)- EI dy/dk (d) Shear [V (x)- El'd'y/dx'], and e) Louding (we)-d Use the following parameters for your computation: L 600 cm, E-50,000 kNcm, 30,000 cm4, wo = 2.5 kN/cm, and increment Ax = 10 cm. Employ the subplot function to display all the plots vertically on the same page in the order (a) to (e)Include labels and use consistent MKS units when developing the plots