1. In figure (1), shows a uniform beam subjected to a linear increasing distributed load. The equation for the resulting elastic curve is: w y = 120EIL (-x5+2L?x3-L*x) Using the numerical methods to determine the point of max. deflection (that is, the value of x where "Y-0. Then substitute dx this value in the given equation to find the value of maximum deflection. Using the following parameter values in your computations: L = 600cm; E50000 k N/cm2; 1=30000cmt and w =2.5k N/cm. Wo () r L.y 0) (=0, y= 0) (b) Figure (1)