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La barra ACEF es soportada por dos cables (ABC y DE) y una superficie liza en F. Determine las reacciones en los soportes. (M

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Now, F.B.D (Free body Diagram) of ACEF bar is? 7900 T u5 13tt stb est Lust. Here, the force slb may be the weight of the bar→ Taking moment about on I Mo=0 (Ti sin45°) (3+1) +(ti sinuso) (1) - (T2) (2) - (Ry) (2+1) zo 2/2Ti + T = 2 Tz + 3 Ry (2√2+1)from equ ons Ti = Ry + 32174 6.364 = – 404, 913 + 32174 6,364 IT, = - 13:069 ft lbl sect » T2 = 482,61 - 7,778 Ti in = 482.61- Actually, the tensiont, and Ry direction We have chosen are right but the numerical values say they are wrong, N . en OM Th

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