600 kN/m Situation 7 (A) (CE Board May 1999) A propped beam A having a span of 6m carries a uniform load of 600 kN/m. Compute the moment at the fixed supports. -6m 18. Which of the following gives the reaction at B. a. 1350 c. 1330 b. 1450 d. 1250 19. Which of the following gives the moment at A. a. 2450 kN.m c. 2600 kN.m b. 2500 kN.m d. 2700 kN.m 20. Which of the following gives the angle of rotation at B. a. 8080/EI c. 8000/EI b. 8030/EI d. 8100/EI
600 kN/m Situation 7 (A) (CE Board May 1999) A propped beam A having a span of 6m carries a uniform load of 600 kN/m. Compute the moment at the fixed supports. -6m 18. Which of the following gives the reaction at B. a. 1350 c. 1330 b. 1450 d. 1250 19. Which of the following gives the moment at A. a. 2450 kN.m c. 2600 kN.m b. 2500 kN.m d. 2700 kN.m 20. Which of the following gives the angle of rotation at B. a. 8080/EI c. 8000/EI b. 8030/EI d. 8100/EI
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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