A C10x20 catilever beam is 12 feet long, supported on the right side. The beam supports two point loads: Load 1 is 2500 lbf and is located 2.5 feet from the wall. Load 2 is 1300 lbf and is located 12 feet from the wall.
E=29x10^6 psi
I= 78.9 in^4
What is the deflection at the end of the beam (12ft) due to point loads and the beam weight?
What is the deflection at the center of the beam (6 ft) due to the point loads and the beam weight?