Determine the deflections at the four corners of the free end of the structural steel cantilever beam shown in Figure P11-14. Also determine the maximum principal stress. Compare your answer for deflections to the classical beam theory equation (( = PL3 / (3EI)).

Figure P11-14

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4.0 kN 60 mm - 2000 mm 200 mm E- 200 GPa v = 0,3