Consider a thin plate shown in Figure 1, which is loaded at its tip: a) Using 2 triangular elements, determine the deflection and stress on the plate. b) Comment on the plate stress, if a single element is used instead of 2 elements. Figure 1 [ begin{array}{l} mathrm{P}_{ mathrm{X}}=10(N) mathrm{P}_{ mathrm{Y}}=2 mathrm{P}_{ mathrm{x}}(N)

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Consider a thin plate shown in Figure 1, which is loaded at its tip: a) Using 2 triangular elements, determine the deflection and stress on the plate. b) Comment on the plate stress, if a single element is used instead of 2 elements. Figure 1  [  begin{array}{l}  mathrm{P}_{ mathrm{X}}=10(N)     mathrm{P}_{ mathrm{Y}}=2  mathrm{P}_{ mathrm{x}}(N)     mathrm{h}=5( mathrm{~mm})  end{array}  ]

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