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8) One of the smooth vertical walls supporting end B of the 235-kg uniform shaft is turned through a 21 angle as shown here.


One of the smooth vertical walls supporting end B of the 235-kg uniform shaft is tumed through a 21 angle as shown here in th
8) One of the smooth vertical walls supporting end B of the 235-kg uniform shaft is turned through a 21 angle as shown here. End A is supported by the ball-and-socket connection in the horizontal x-y plane. The magnitude of the force exerted by vertical wall C on the ball end B is most nearly: A. 312N B. 537 N C. 888 N D. 1030 N E. 1240N F. 1460 N 5.6 m H. 1930 N I. 2190 NN J. 2310 N The magnitude of the force exerted by vertical wall D on ball end B is most nearly A. 422 N B. 539 N C. 713 N D. 945 N E. 1080 N F. 1270 N G. 1430 N H. 1650 N L 1870 N J. 1920 N
One of the smooth vertical walls supporting end B of the 235-kg uniform shaft is tumed through a 21 angle as shown here in the horizontal x-y plane. The magnitude of the force exerted by vertical wall C on the ball end B is most nearly: . End A is supported by the ball-and-socket connection A. 312N B. 537 N C. 888 N D. 1030 N E. 1240 N F. 1460 N 6.5 2.5m- 5.6 m H. 1930 N I. 2190 N J. 2310N 9) The magnitude of the force exerted by vertical wall D on ball end B is most nearly: A. 422 N B. 539 N C. 713 N D. 945 N E. 1080 N F. 1270 N G. 1430 N H. 1650 N I. 1870 N J. 1920 N
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Sol Civem23S K 235% 9.gl าง = 0 ん16,6/1/ 2 S m 6 n) -: h = 2.44m O L) CI, 2S, 2.8)1.22 GCoush-2C-2 Spk-0.RK+ equating fbrco exe

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8) One of the smooth vertical walls supporting end B of the 235-kg uniform shaft is turned through a 21 angle as shown here. End A is supported by the ball-and-socket connection in the hori...
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