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Hey! I am working on modeling some concrete structures, which has a high compressive strength and low tensile strength. With that, the Von Mises criteria is used for materials that doesn't have asymmetric properties like concrete. With that, I am using Coulomb-Mohr's to evaluate the factor of safety of these structures. Is there a way to change my results to show stress for my static load case in Coulomb-Mohr's instead of Von Mises?
Solved! Go to Solution.