For the beam shown, EI = 24 × 10° kip-in² over the length of the beam. The slope (rad) of the beam at location B is most nearly: MA = 60 ft-kips A EI=24 x 106 kip-in² L=24 ft B MB = 120 ft-kips Please show all work, i am only interested in how to solve the propblem since i already know the final anser to be .0072 rad

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the beam shown, EI = 24 × 10° kip-in² over the length of the beam. The slope (rad) of the
beam at location B is most nearly:
MA = 60 ft-kips
A
EI=24 x 106 kip-in²
L=24 ft
B
MB = 120 ft-kips
Please show all work, i am only interested in how to
solve the propblem since i already know the final
anser to be .0072 rad
Transcribed Image Text:For the beam shown, EI = 24 × 10° kip-in² over the length of the beam. The slope (rad) of the beam at location B is most nearly: MA = 60 ft-kips A EI=24 x 106 kip-in² L=24 ft B MB = 120 ft-kips Please show all work, i am only interested in how to solve the propblem since i already know the final anser to be .0072 rad
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