Recent content by high93

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thank you very much. However, I'm still unable to proceed... can anyone give me a hint for the next step to solve the problem please?

maybe there is only a Y reaction force at point E as member EC is a three force member?

I have attached the problem as an image. I am unsure of how to draw the free body diagram of the truss structure. Would there be reaction forces in the Y-direction at the supports A and E? if there are, then the member AB would not be a two-force member. If there isnt, then Fy of the whole...