matlab

Consider a cantilevered beam with a variable valued point load at the end. From structures, one can show that deflection in such a beam is: 8 = (3Lx? - x) Input: The young's modulus should be 'hardwired into the program at 29000 ksi. Your program will then prompt the user for the required information: 1) The value of the point load P 2) The length of the beam 3) The thickness, width and depth of the I-beam cross section (same restrictions as last time) 4) How many evenly spaced points along the beam at which to calculate the deflection Calculation: Your program will then create a vector of values, starting at 0, stopping at the beam length L, consisting of evenly spaced points total. These values are then plugged into the deflection equation, producing a vector of corresponding output values. Output: Plot the original beam (a straight line), and the deformed shape (values vs. the deflections) on the same plot. Add a title to the plot to indicate which beam type was chosen (help title). Add text to the plot to list the beam length and load values (help text). Use the following data sets to submit as output (print the plots to submit): L= 20, P = 10, NP = 4 & L= 20, P = - 50, NP = 20 both using width - 1.5, depth - 3, thickness - 0.1 Page 1 of 1 Consider a cantilevered beam with a variable valued point load at the end. From structures, one can show that deflection in such a beam is: 8 = (3Lx? - x) Input: The young's modulus should be 'hardwired into the program at 29000 ksi. Your program will then prompt the user for the required information: 1) The value of the point load P 2) The length of the beam 3) The thickness, width and depth of the I-beam cross section (same restrictions as last time) 4) How many evenly spaced points along the beam at which to calculate the deflection Calculation: Your program will then create a vector of values, starting at 0, stopping at the beam length L, consisting of evenly spaced points total. These values are then plugged into the deflection equation, producing a vector of corresponding output values. Output: Plot the original beam (a straight line), and the deformed shape (values vs. the deflections) on the same plot. Add a title to the plot to indicate which beam type was chosen (help title). Add text to the plot to list the beam length and load values (help text). Use the following data sets to submit as output (print the plots to submit): L= 20, P = 10, NP = 4 & L= 20, P = - 50, NP = 20 both using width - 1.5, depth - 3, thickness - 0.1 Page 1 of 1