The asymmetrical support arrangement is chosen for a pedestrian bridge because conditions at the right end...
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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 T1₁ 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. 49' 17" 4° 4 25'35' 43' B A 3 C ------------ -43' D E F 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 T1₁ 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. 49' 17" 4° 4 25'35' 43' B A 3 C ------------ -43' D E F
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Related Book For
Income Tax Fundamentals 2013
ISBN: 9781285586618
31st Edition
Authors: Gerald E. Whittenburg, Martha Altus Buller, Steven L Gill
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