Recent content by alecs2613

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    Designing a Flexible Structure to Hold 150kg Load

    Hi, I am searching for a structure that would take a load (150kg). The problem is that I want it not to break (Sigma=P/A) but I want it not to be stiff (K=AE/L). The only parameter I have is the area A but it is opposite in the equations (I can't really change the length and I did not...