Answer Happy

w kN/m ↓↓ L X The deflection of a propped cantilever beam under uniformly distributed load, w, as shown above can be computed with the following formula: 3 y(x) = _w 14 ƒ [ƒ − ³ (†Ð) ²³ - + ²)*] 48 E I where L is the length of the propped cantilever, E is the elastic modulus of the beam material, I is the moment of inertia of the beam cross section and x is the distance from the propped end as shown in the diagram 1.) Write a MATLAB program, which allows the user to input w (kN/m) = 50 L (meters) = 12 • E (N/mm²) = 200000 • 1 (mm) = 795*10* 2.) The program will convert the input into units of "N" and "mm" so that the output of y is in "mm". 3.) The program then divides the beam into N segments and calculates the deflections at the segment ends and outputs these deflections in a plot Use the MATLAB script for input/output interface Allow change of number of segments .