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hey welcome back in this video I just want to talk about zero force members in trust systems so its possible that in some of these trusses that some of the individual members will actually have no internal forces depending on the configuration of the externally applied forces some of the ways I guess before we start talking about that I want to talk about these kind of three types of joints we can have or joint configurations with other members so imagine looking at this top one imagine if there was some internal force in this member here theres two members connected at one joint theyre collinear theyre both in line with each other for this joint to stay in static equilibrium this other member has to have the equal and opposite force in it so if its compression on this side it has to be compression on that side if it was tension on this side you would also have to be tension on this side right for this thing to stay in static equilibrium otherwise if these were unbalanced or not