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

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

Section: Chapter Questions

Problem 1P

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