Determine the vertical deflection at joint E

2 kip/ft 40 kip-fl C B 10 ft 10 ft The simply-supported beam above is made of a steel wide-flange section with the following properties: E = 29000 ksi G = 10000 ksi !3! • A = 12.6 in2 • | = 428 in Which of the following is closest to the deflection of the beam at point C? O-1.02 in -0.113 in O -0.043 in -0.719 in

Determine the rotation and deflection under load in the beam with concentrated load below