This seems to be a fairly simple question but for some unknown reason no one is mentioning it either on the www or books on FEA and SW Simulation. Please take a look at the attached image and, please, let me know what do I have to do in order to analyze this truss with the restraints and load as indicated. All the applications or examples I found place the restraints and loads in the joints. What is supposed to be done when they are not located in the joints?
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