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Stress in Frame MTG Angle
339
0
Statistics
6 Geometries
6 Meshes
10 Simulation setups
10 Results
6 Geometries 6 Meshes 10 Simulation setups 10 ResultsAbout this project
About This Project Validate 3 party claims of excess stress in area around frame to plinth angle securing holes . If claim validated propose a solution. Solution should achieve max stress of 0.5 yield strength. material is structural steel hot rolled angle.
