Problem 2: Solve Example 9.3 below and draw shear force and bending moment diagrams. Use w=3k/ft instead of 2k/ft 2 k/ft -10 ft- 2k/ft actual beam (a) || B -10 ft- primary structure + B MA 'AA MAAA B 'BA MABA redundant moment M applied + MB - 'BB MBBB 'AB = MB AB redundant moment Mg applied (b) Fig. 9-11