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The document outlines the analysis of a cantilever plate subjected to a uniform pressure load, detailing its structural geometry, material properties, and boundary conditions. It presents both theoretical calculations and finite element method (FEM) analysis results for maximum deflection and bending moments. The results show a maximum deflection of approximately 18.62 mm and a maximum bending moment of 22.5 × 10^6 N∙mm, confirming consistency across different analysis methods.

Author

dbgabeysekera1

Language

EN