The curved steel bar shown in Fig. 10.6 is subjected to a rightward horizontal force F of 4 kN at its free end and P = 0. Using E = 200 GPa and G = 80 GPa, compute the horizontal deflection of the free end taking into account the effects of V and N, as well as M.What is the error in deflection if the contributions of V and N are omitted?
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