Hi, does anybody know how can I evaluate overtuning moment from wind or earthquake in the structure like a silo or tank (shell elem.) with circular base where boundary conditions are apllied to the tank bottom (displacement, rotation)? Reaction list from ANSYS doesn't correspond with theoretical...
Hi,I have problem with set up contact between shell and beam elements(shell63/beam3), I used conta175 amd targe170, but no contact between that, do you have any experiences with this?
Hi guys, I cretaed a model of the storage steel tank (diameter 10m, heigh 15m, wall thickness 7mm) and I load a model external pressure (underpressure) but Iam not satisfied with results, stress is equal like with overpressure and its wrong. I used shell 93 and pressure on areas... Have you ever...
Hi, I would like to know, if somebody knows how can I do beam load (triangular-like a hydrostatic) in ansys, I need to solve problem of roof construction, view appendix. I would like to use beam elements.
Thanks, Chosse