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ture. The E-KN- cOUupies AE, and BE 5.33 Determine the tension in each of the three ropes supporting the 800-b 5.34 Using only one equilibrium equation, compute the force in rope AD of of the plate and the supporting sract e determinc the forces in members AD W#800 lb Figure P5.33, P5.34 crate Prob. 5.33. 5.35 The homogeneous 25-kg bar A B is supported by a ball-and-socket joint at A. End B, which leans against a frictionless vertical wall, is kept from sliding by the horizontal force P. Determine P and the force exerted by the wall at B 1.6 m 25 kg Figure P5.35

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