sbr_ego
Guest
Hello everyone, I'm a student graduating in civil engineering. for the thesis I should work with straus7 2.3.3. and citing myself with the program I noticed some strangeness about the spring damper element: I practically built a simple pendulum for a dynamic analysis and I noticed that putting the mass of the element in the properties and putting the concentrated mass on the node (translational mass) provide two different solutions in terms of movements (and consequently all the rest). I wanted to ask you, is this a problem due to something Ignore or just a sin of the program?
because in this case I have to use another fem program...
because in this case I have to use another fem program...