Consider the beam in the figure without the applied load. If support C settles 24mm and support A rotates counterclockwise .005 rad. Use E = 200 Gpa, I = 120 x 10 ® mm4 7. which of the following nearly gives the reaction in support C а. 19.01 kN b. 15.07 kN c. 21.02 kN d. 14.06 kN 8. a. 8.71 kN B E which of the following nearly gives the reaction in support E -5m-Sm-5 m- 5 m b. 2.09 kN c. 5.67 kN d. 10.65 kN 9. which of the following nearly gives the moment in support A a. 40.56 kN - m b. 30.61 kN -m с. 56. 38 kN - m d. 76.56 kN - m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Consider the beam in the figure without the applied load. If support C settles 24mm and support A rotates
counterclockwise .005 rad. Use E = 200 Gpa, I = 120 x 10 ® mm4
7.
which of the following nearly gives the reaction in support C
а. 19.01 kN
b. 15.07 kN
c. 21.02 kN
d. 14.06 kN
8.
a. 8.71 kN
B
E
which of the following nearly gives the reaction in support E
-5m-Sm-5 m- 5 m
b. 2.09 kN
c. 5.67 kN
d. 10.65 kN
9.
which of the following nearly gives the moment in support A
a. 40.56 kN - m
b. 30.61 kN -m
с.
56. 38 kN - m
d.
76.56 kN - m
Transcribed Image Text:Consider the beam in the figure without the applied load. If support C settles 24mm and support A rotates counterclockwise .005 rad. Use E = 200 Gpa, I = 120 x 10 ® mm4 7. which of the following nearly gives the reaction in support C а. 19.01 kN b. 15.07 kN c. 21.02 kN d. 14.06 kN 8. a. 8.71 kN B E which of the following nearly gives the reaction in support E -5m-Sm-5 m- 5 m b. 2.09 kN c. 5.67 kN d. 10.65 kN 9. which of the following nearly gives the moment in support A a. 40.56 kN - m b. 30.61 kN -m с. 56. 38 kN - m d. 76.56 kN - m
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