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Cables CE and BF along with the ball and socket at A support the rigid bar ABCD. (Due to the nature of this problem, do not u

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rectors, Stept coordinates of various points ACHA, 7A, 2A) = A(0,0,0); Cohe, ye, Ze) 22(0,6,0) B[948, 48, 78) = B(0,4,0); 062Step In urriting forces in vector form • Reaction at A, PA = An ît. Ay it AzÊN • Force at D, f = -175 PN van fijn RF •TensionAll the displacement vectors &force vectors are found in step #fI so EñA=0 > 10 4 oltlob oltlo 8ol -1751 17 13 FAXTBF FoxPcesolving eg 0 &0 TE=412.31060] TCE=269.25820 (11) Another equilibrium condition is that force on berascD =0 > EF 20 & Port TCE

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