Pin A and C are both pinned joints capable of supporting vertical and horizontal forces, but the solution manual indicates that C does not have a vertical component. This discrepancy arises because, in the given problem, there is no vertical force acting at joint C. For a vertical component to exist at C, member CD would need to be inclined rather than horizontal. The discussion emphasizes the importance of understanding the conditions of forces applied at joints in truss systems. Therefore, while both pins are structurally similar, their force components depend on the specific loading conditions in the problem.