PROBLEM 1: The 1500-kg beam ABC has fixed support at A and connected to beam BD by hinge at B. Beam BD has a mass of 2000 kg and supported by a cable at D. The cable is attached to the 20-cm-diameter pulley at E and pulled vertically at the other end, by tension T. Given: a = 1.5 m; b = 0.9 m; c = 1.8 m d = 0.6 m; e = 1.4 m; θ = 75°. 1. Calculate the required tension to maintain in equilibrium. (ANSWER: 12.830KN) 2. Calculate the moment reaction at A (ANSWER: 28.499) and the total reaction at A. (ANSWER: 22.192). 3. Calculate the vertical reaction at E
PROBLEM 1: The 1500-kg beam ABC has fixed support at A and connected to beam BD by hinge at B. Beam BD has a mass of 2000 kg and supported by a cable at D. The cable is attached to the 20-cm-diameter pulley at E and pulled vertically at the other end, by tension T. Given: a = 1.5 m; b = 0.9 m; c = 1.8 m d = 0.6 m; e = 1.4 m; θ = 75°. 1. Calculate the required tension to maintain in equilibrium. (ANSWER: 12.830KN) 2. Calculate the moment reaction at A (ANSWER: 28.499) and the total reaction at A. (ANSWER: 22.192). 3. Calculate the vertical reaction at E
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.8.6P
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PROBLEM 1: The 1500-kg beam ABC has fixed support at A and connected to beam BD by hinge at B. Beam BD has a mass of 2000 kg and supported by a cable at D. The cable is attached to the 20-cm-diameter pulley at E and pulled vertically at the other end, by tension T. Given: a = 1.5 m; b = 0.9 m; c = 1.8 m d = 0.6 m; e = 1.4 m; θ = 75°.
1. Calculate the required tension to maintain in equilibrium. (ANSWER: 12.830KN)
2. Calculate the moment reaction at A (ANSWER: 28.499) and the total reaction at A. (ANSWER: 22.192).
3. Calculate the vertical reaction at E. (ANSWER: 25.223)
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