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Simulate a rectangular cantilever beam (L=2.0 m, h=0.10 m, b=0.20 m) under a 2,000 N downward load at the free end. Static structural, linear elastic (E=200 GPa, ν=0.3). Report maximum tip deflection and maximum von Mises stress and compare to analytical beam theory.
bgrace created this project
about 2 months ago