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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 T = 603.32 N. Rx = 546.66 N. Rv = 522.41 N 200kg *

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 T = 603.32 N. Rx = 546.66 N. Rv = 522.41 N 200kg *

College Physics
College Physics
11th Edition
ISBN:9781305952300
Author:Raymond A. Serway, Chris Vuille
Publisher:Raymond A. Serway, Chris Vuille
Chapter1: Units, Trigonometry. And Vectors
Section: Chapter Questions
Problem 1CQ: Estimate the order of magnitude of the length, in meters, of each of the following; (a) a mouse, (b)...
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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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