A B E -smt-sm-sm-5 m – Consider the beam in the figure without the applied load. If support C settles 24mm and support A rotates counterclockwise .005 rad. E = 200 Gpa, I = 120 x 10^6 mm^4 7. which of the following nearly gives the reaction in support C a. 19.01 kN b. 15.07 kN c. 21.02 kN d. 14.06 kN 8. which of the following nearly gives the reaction in support E a. 8.71 kN 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 c. 56. 38 kN - m d. 76.56 kN - m

A B E -smt-sm-sm-5 m – Consider the beam in the figure without the applied load. If support C settles 24mm and support A rotates counterclockwise .005 rad. E = 200 Gpa, I = 120 x 10^6 mm^4 7. which of the following nearly gives the reaction in support C a. 19.01 kN b. 15.07 kN c. 21.02 kN d. 14.06 kN 8. which of the following nearly gives the reaction in support E a. 8.71 kN 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 c. 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

Problem 1P

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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
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