Situation 7: 23. 24. 25. A C. d. C. Which of the following gives the deflection at B? a. 7,776/EI (downward) 13,886/EI (downward) 15,120/EI (downward) 19,152/EI (downward) d. Problems 23 to 25. A non-prismatic cantilever beam is loaded as shown in the figure. 21 6 m Which of the following gives the deflection at C? a. 7,776/EI (downward) 13,886/EI (downward) b. 15,120/EI (downward) 19,152/EI (downward) a. b. B C. d. I 4 m Which of the following gives the rotation at C? 2,868/EI (clockwise) 2,268/EI (clockwise) 2,568/EI (clockwise) 3,132/EI (clockwise) 108 KN C

Situation 7: 23. 24. 25. A C. d. C. Which of the following gives the deflection at B? a. 7,776/EI (downward) 13,886/EI (downward) 15,120/EI (downward) 19,152/EI (downward) d. Problems 23 to 25. A non-prismatic cantilever beam is loaded as shown in the figure. 21 6 m Which of the following gives the deflection at C? a. 7,776/EI (downward) 13,886/EI (downward) b. 15,120/EI (downward) 19,152/EI (downward) a. b. B C. d. I 4 m Which of the following gives the rotation at C? 2,868/EI (clockwise) 2,268/EI (clockwise) 2,568/EI (clockwise) 3,132/EI (clockwise) 108 KN C

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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