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Using the principles to be developed in Chapter on ubrum, one can determine that the tension in cable ADS 203. N. Determine t

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T= 203.9N: yiren A and Bi- wwordinats A(@, 0.81m,-0.59 6S16° ,-0.59 8in 16 m) B (+0-42 m, 0, 044 m) frm ir She Tension in The

weight of plate:- BThe moment (M.). (Mor, -20x9.81X D 59 6SI6° 2. (M.) = -55.64 Nim Since I intersects OB, the moment Í about

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