Function 15 - 25 min Create a function named CalcDeflection that, using Eqs. 1 through 4, calculates the deflection of a simply supported beam for a single, point load. The inputs to this function will be a vector of positions along the beam (in meters) where the deflection will be calculated, the magnitude of the force on the beam [N], the location of the force on the beam [m], the elasticity of the beam, and the length, width and height of the beam [m]. This function will have a single output: a vector containing the beam deflection (in millimeters) at each corresponding point along the beam. Function Inputs: 1. A vector of positions along the beam at which the deflection will be calculated [m] 2. The concentrated force on the beam [N] 3. The location where the force is applied [m] 4. The elasticity of the beam material 5. Length, width and height of the beam, a 1x3 vector [m] I Function Outputs: 1. The deflection at each position along the beam [mm] The function header should be formatted similarly to the following: function out = CalcDeflection (in1, in2, in3, in4, in5) Remember you are free to use whatever variable names you want, but they must be listed in the same order as given in the input/output lists provided above. C