Point A: As an aside, notice that the forces ACx and ACy (The horizontal and vertical forces acting on member ABC at end A.) are not the same as the forces Ax and Ay acting on the entire structure at joint A. This results since the forces of the wall at point A are not just acting on member ABC, but are distributed to both members ABC and AD, as shown in Diagram 6. Note in the diagram that if the forces ACx and ADx are summed (13010 lb. - 4390 lb. = 8620 lb.), and if forces ACy and ADy are summed (6000 lb. + 7500 lb. = 13500 lb.), that their vector sums equal the external forces (Ax and Ay) acting on point A, as we expect they should.

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