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Question: ignment resources tics chapter 2 chapter s2 problem s2049 tion...

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IGNMENT RESOURCES tics Chapter 2 Chapter S2, Problem S2/049 tion 4 omeweThe asymme Chapter $2.Problem The asymmetrical support arrangement is chosen for a pedestrian bridge because conditions at the right end F do 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 heter S2 diew Resuits by Stuy corresponding value of the compression force P (enter a positive number) ective Site at O resulting from the four tensions applied at A. Neglect the weight of the tower. 25313434 47 Answers: P. Click if you would like to Show Work for this question: Open Show Work
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