The asymmetrical support arrangement is chosen for a pedestrian bridge because conditions at the right end Fdo not permit a support tower and anchorages. During a test, the tensions in cables 2, 3, and 4 are all adjusted to the same value T. If the moment at O is to be zero, what should be the value T, of the tension in cable 1? Determine the corresponding value of the compression force P (enter a positive number) at O resulting from the four tensions applied at A. Neglect the weight of the tower. -23-33' 40' 40' 50 D.

University Physics Volume 1
18th Edition
ISBN:9781938168277
Author:William Moebs, Samuel J. Ling, Jeff Sanny
Publisher:William Moebs, Samuel J. Ling, Jeff Sanny
Chapter12: Static Equilibrium And Elasticity
Section: Chapter Questions
Problem 26P: Find the magnitude of the tension in each supporting cable shown below. In each case, the weight of...
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T1=
4.287
P=
Transcribed Image Text:Answers: T1= 4.287 P=
The asymmetrical support arrangement is chosen for a pedestrian bridge because conditions at the right end Fdo not permit a support
tower and anchorages. During a test, the tensions in cables 2, 3, and 4 are all adjusted to the same value T. If the moment at Ois to be
zero, what should be the value T, of the tension in cable 1? Determine the corresponding value of the compression force P (enter a
positive number) at O resulting from the four tensions applied at A. Neglect the weight of the tower.
-23'--33' 40'
40
50
B
D.
15
Transcribed Image Text:The asymmetrical support arrangement is chosen for a pedestrian bridge because conditions at the right end Fdo not permit a support tower and anchorages. During a test, the tensions in cables 2, 3, and 4 are all adjusted to the same value T. If the moment at Ois to be zero, what should be the value T, of the tension in cable 1? Determine the corresponding value of the compression force P (enter a positive number) at O resulting from the four tensions applied at A. Neglect the weight of the tower. -23'--33' 40' 40 50 B D. 15
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