Determine the internal reactions at Point E in the beam. Note that there is a hinge at Point C, but not at Point E. Point E is located halfway between points A and B. The support at A is able to support axial (horizontal) force and moment, but not shear (vertical) force. K A E B 3 ft 4 ft P = C 150 lb D 3 ft What is the normal force in the beam at Point E? What is the shear force in the beam at Point E? What is the bending moment in the beam at Point E?