Double Integration Method Applied in Indeterminate Beams Situation 5: A beam 12m long, with left end fixed and right end simply supported, is loaded with a 30kN.m counterclockwise moment at the simple support. 13. Which of the following most nearly gives the moment at the fixed end? a. 7.50kN.m b. 15kN.m 14. Which of the following most nearly gives the location of the maximum deflection from c. 22.50kN.m d. 30.00KN.m the fixed end? а. 8m b. 7m 15. Which of the following most nearly gives the maximum deflection? a. 150/EI b. 180/EI с. 10m d. 9m с. 160/EI d. 120/EI

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 8P
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Double Integration Method Applied in Indeterminate Beams
Situation 5: A beam 12m long, with left end fixed and right end simply supported, is loaded
with a 30kN.m counterclockwise moment at the simple support.
13. Which of the following most nearly gives the moment at the fixed end?
a. 7.50kN.m
b. 15kN.m
14. Which of the following most nearly gives the location of the maximum deflection from
c. 22.50kN.m
d. 30.00KN.m
the fixed end?
а. 8m
b. 7m
15. Which of the following most nearly gives the maximum deflection?
a. 150/EI
b. 180/EI
с. 10m
d. 9m
с. 160/EI
d. 120/EI
Transcribed Image Text:Double Integration Method Applied in Indeterminate Beams Situation 5: A beam 12m long, with left end fixed and right end simply supported, is loaded with a 30kN.m counterclockwise moment at the simple support. 13. Which of the following most nearly gives the moment at the fixed end? a. 7.50kN.m b. 15kN.m 14. Which of the following most nearly gives the location of the maximum deflection from c. 22.50kN.m d. 30.00KN.m the fixed end? а. 8m b. 7m 15. Which of the following most nearly gives the maximum deflection? a. 150/EI b. 180/EI с. 10m d. 9m с. 160/EI d. 120/EI
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