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For the beam shown, EI = 24 x 106 kip-in² over the length of the beam. The slope (rad) of the beam at location B is most nearly: A. MA = 60 ft-kips G 0.00576 B. 0.0072 001306 A EI=24 x 106 kip-in² L=24 ft B MB = 120 ft-kips

For the beam shown, EI = 24 x 106 kip-in² over the length of the beam. The slope (rad) of the beam at location B is most nearly: A. MA = 60 ft-kips G 0.00576 B. 0.0072 001306 A EI=24 x 106 kip-in² L=24 ft B MB = 120 ft-kips

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 1P
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For the beam shown, EI = 24 x 106 kip-in² over the length of the beam. The slope (rad) of the beam at location B is most nearly: A. MA = 60 ft-kips 0.00576 B. 0.0072 OC. 0.01296 ⒸD. 0.0864 A EI=24 x 106 kip-in² L = 24 ft B MB = 120 ft-kips
Transcribed Image Text:For the beam shown, EI = 24 x 106 kip-in² over the length of the beam. The slope (rad) of the beam at location B is most nearly: A. MA = 60 ft-kips 0.00576 B. 0.0072 OC. 0.01296 ⒸD. 0.0864 A EI=24 x 106 kip-in² L = 24 ft B MB = 120 ft-kips
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