1. Determine the type and magnitude of force in bars BD and BE using method of members. 2. Well, I don't know where to start. I know there are three equations EFy=0, EFx=0, EMc=0 but I don't know what the first member to consider and how to solve this type of problem. 3. There is a hint that first isolate each truss as a free body. No final answer is given in the textbook. So far I isolated each truss, then sum the moments at A for the left truss then moments at C for the right truss. Am I on the right path? I need your help. Please help.! Thanks!