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8-12 Suppose you are designing the following truss, and assume all connections are simple pinned joints and the truss itself weighs much, much less than the anticipated load: 5 kN 3 KN B C 60 60 A D X IE 3 m 3 m Fig. P7-10 Calculate the forces at (all in Newtons): . 8. (10 pts) F Reaction Ax = 9. (10 pts) FReactionAy = 10. (10 pts) F Reaction Dy = and 11. (10 pts) F In Beam C-D = [Notes: 1. Because all connections are pinned, only link CD (and not link ED can carry any of the vertical load); 2. If the beam is in compression, the value will be negative.]