5 D Ag Ac Wg = 2000 N Wc=2900 N Support tower L = 30,5 m SITUATION 02 Two gondolas on a ski lift are locked in the position shown in Fig. ESS4-TE-002 while repairs are being made elsewhere. The distance between support towers is L = 30.5 m. The lengths of each cable segment AB, BC, and CD under gondolas weighing 2 kN at B and 2.9 kN at C are 4.2 m, 21.2 m, and 5.8 m, respectively. The cable sag at B is A = 1.3 m and that at C is A = 2.4 m. Determine the stress (MPa) in the cable BC if the effective cross-sectional area of the cables is 65 mm^2.

5 D Ag Ac Wg = 2000 N Wc=2900 N Support tower L = 30,5 m SITUATION 02 Two gondolas on a ski lift are locked in the position shown in Fig. ESS4-TE-002 while repairs are being made elsewhere. The distance between support towers is L = 30.5 m. The lengths of each cable segment AB, BC, and CD under gondolas weighing 2 kN at B and 2.9 kN at C are 4.2 m, 21.2 m, and 5.8 m, respectively. The cable sag at B is A = 1.3 m and that at C is A = 2.4 m. Determine the stress (MPa) in the cable BC if the effective cross-sectional area of the cables is 65 mm^2.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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