help

7. (Mechanics) The deflection at any point along the centerline of a cantilevered beam, such one used for a balcony (see Figure 5.8), when a weight is applied to the end of the beam given by this formula: Wx2 (31 - x) 6ET" d is the deflection 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). 7 is the beam length (ft). E is the modules of elasticity (lbs/ft2). I is the second moment of inertia (ft). For the beam shown in Figure 5.8, the second moment of inertia is determined as follows: bx 1- 12 b is the beam's base. h is the beam's height. Figure 5.8 A wooden beam with a concentrated load Using these formulas, 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 lbs 1-3 ft E-187.2 x 106 lb/ft2 b-.2 ft h-3 ft