Determine the internal normal force, shear force, and moment at point E of the two-member frame. 250 N/m B D -2 m- 1.5 m 300 N/m 4 m

20' BO E 120 kips 20' 30' 4) Assuming that no load acts, compute the reactions and bar forces for the truss in the figure above, if support C moves 0. 5" to the right. Summarize you solution by drawing the forces and reactions on a sketch of the truss.

1. For the frame shown, determine the reactions at the supports and the horizontal and vertical components of the pin forces acting on member ABCD. Also, find the internal axial load (P), shear force (V), and bending moment (M) at point H located 2 feet to the left of point C. E 12' -知に A B 6' 3 kips 4 kips