The system in the figure below is in equilibrium. A 50 kg beam that is hinged on the floor is also held at rest by the cable. A hanging mass of 200 kg is placed at the end of the beam. Calculate: a.) The tension in the cable. b.) The reaction forces exerted on the beam by the hinge. 30° 45° O T = 6030.32 N, Rx = 5222.41 N, Ry = 5467.66 N O T = 603.32 N, Rx = 522.41 N, Ry = 546.66 N O T = 6030.32 N, Rx = 5467.66 N, Ry = 5222.41 N O T = 603.32 N, Rx = 546.66 N, Ry = 522.41 N 200k

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The system in the figure below is in equilibrium. A 50 kg beam that is hinged on
the floor is also held at rest by the cable. A hanging mass of 200 kg is placed at
the end of the beam. Calculate:
a.) The tension in the cable.
b.) The reaction forces exerted on the beam by the hinge.
30°
45°
O T = 6030.32 N, Rx = 5222.41 N, Ry = 5467.66 N
O T = 603.32 N, Rx = 522.41 N, Ry = 546.66 N
O T = 6030.32 N, Rx = 5467.66 N, Ry = 5222.41 N
O T = 603.32 N, Rx = 546.66 N, Ry = 522.41 N
200kg
*
Transcribed Image Text:The system in the figure below is in equilibrium. A 50 kg beam that is hinged on the floor is also held at rest by the cable. A hanging mass of 200 kg is placed at the end of the beam. Calculate: a.) The tension in the cable. b.) The reaction forces exerted on the beam by the hinge. 30° 45° O T = 6030.32 N, Rx = 5222.41 N, Ry = 5467.66 N O T = 603.32 N, Rx = 522.41 N, Ry = 546.66 N O T = 6030.32 N, Rx = 5467.66 N, Ry = 5222.41 N O T = 603.32 N, Rx = 546.66 N, Ry = 522.41 N 200kg *
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