Solve the following beams (1-4) using methods (I-VI) for the following items (a-d). State when the specified method cannot solve for a specific item, (480 pts) I. Equilibrium II. Shear-Moment

Diagrams III. Superposition IV. Integration V. Singularity Functions VI. Castigliano's Theorem Solution Itemsa. Reactions (5 pts)b. Deflection at indicated cut (5 pts)c. Slope at indicated cut (5 pts)d. Max deflection (5 pts)