Structural mechanics .: Determine the deflection and rotation at the end of thefoliowing peam. Use E = 29,000 ksi, IAB = 500 in4 (from A to B), anu IBc = 200 in4 (from B to C).%3DAB50 kip-ft+346'What is the deflection of the tip in inches (three decimal places)Type your answer..What is the rotation at the tip in radians (3 significant figures)Type your answer.

Answered: Image /qna-images/answer/2dc4c076-d2f4-49e7-8d0e-57f7620f59d4.jpg

: Determine the deflection and rotation at the end of the foliowing peam. Use E = 29,000 ksi, lAB = 500 in4 (from A to B), anu IBc = 200 in4 (from B to C). 50 kip-ft +34 6' What is the deflection of the tip in inches (three decimal places) Type your answer. What is the rotation at the tip in radians (3 significant figures) Type your answer.

: Determine the deflection and rotation at the end of the foliowing peam. Use E = 29,000 ksi, lAB = 500 in4 (from A to B), anu IBc = 200 in4 (from B to C). 50 kip-ft +34 6' What is the deflection of the tip in inches (three decimal places) Type your answer. What is the rotation at the tip in radians (3 significant figures) Type your answer.

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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