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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
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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Situation 7: 23. 24. 25. a. b. C. d. Which of the following gives the deflection at B? 7,776/EI (downward) 13,886/EI (downward) 15,120/EI (downward) 19,152/EI (downward) a. b. C. 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 C7 7,776/EI (downward) 13,886/EI (downward) 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
Transcribed Image Text:Situation 7: 23. 24. 25. a. b. C. d. Which of the following gives the deflection at B? 7,776/EI (downward) 13,886/EI (downward) 15,120/EI (downward) 19,152/EI (downward) a. b. C. 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 C7 7,776/EI (downward) 13,886/EI (downward) 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
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