Determine the horizontal and vertical components of the force exerted by the hinges at B and C on member ABCD of the loaded structure, shown in Fig. 8–3a. 

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0.2 m 1.2m 300 N 0.2 m E F 4 1.2 m 3 500 N 0.8 m 0.2 m 300 N 1.2 m 0.2 m Cx Cx 45° Cy Cy . 5, 4 3 1.2 m 500 N 45° 1.4 m 300 N 0.8 m 600 N 4 400 N 2.2 m 500 N Az Ay TE T 0.2 m 1.2m 300 N 0.2 m E F 4 1.2 m 3 500 N 0.8 m 0.2 m 300 N 1.2 m 0.2 m Cx Cx 45° Cy Cy . 5, 4 3 1.2 m 500 N 45° 1.4 m 300 N 0.8 m 600 N 4 400 N 2.2 m 500 N Az Ay TE T

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Hnalysing the completi structivo to find Ax Ay Along 1 ... View the full answer