C++

The deflection at any point along the centerline of the cantilevered beam, such as used in a balcony, see figure below, when a weight is applied to the end of the beam is given by the formula:

d = [(wx^2)/6EI] * (3l-x)

d is the deflection of the load at location x (ft)

x is the distance from the secured end (ft)

W is the weight placed at the end of the beam (lbs)

l is the length of the beam (ft)

E is the modules of elasticity (lbs/ft²)

I is the second moment of inertia (ft⁴). From problem 1 I = (bh^3) / 12 b is the beams base and the height.

Using this information, write, compile and run a C++ program that determines and displays a table of the deflection for a cantilevered pine beam at half foot increments along its length using the following data:

W = 200 lb

l = 3 ft

E = 187.2 x 10⁶ lb/ft²

b = .2 ft

h = .3 ft