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39. Bending moment equation of section BC. O a. 26KN(x)+56KN.m O b. 26KN(x)-56KN.m O c.-26KN(x)+56KN.m O d. None of the above. 40.Maximum bending moment of the beam. a. 47KN.m b.46KN.m d. None of the above These are related questions

39. Bending moment equation of section BC. O a. 26KN(x)+56KN.m O b. 26KN(x)-56KN.m O c.-26KN(x)+56KN.m O d. None of the above. 40.Maximum bending moment of the beam. a. 47KN.m b.46KN.m d. None of the above These are related questions

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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Question
39. Bending moment equation of section BC. O a. 26KN(x)+56KN.m O b. 26KN(x)-56KN.m O c.-26KN(x)+56KN.m O d. None of the above. 40.Maximum bending moment of the beam. a. 47KN.m b.46KN.m d. None of the above These are related questions
* () ** | | 52% - docs.google.com/form + 60 Problem Solving No. 3 C. Beam loaded as shown in Fig. below* 30 KN 50 KN D A 1:54 B 1m Determine the following: 35. Reaction support at point B. a. 56KN (Downward Direction) b. 56KN (Upward Direction) c. 35KN (Downward Direction) d. 35KN (Upward Direction) 36. Reaction support at point D. * a. 26 KN (Downward Direction) b. 26 KN (Upward Direction) c. 24KN (Downward Direction) d. 24KN (Upward Direction) O 3 m O 2 m
Transcribed Image Text:* () ** | | 52% - docs.google.com/form + 60 Problem Solving No. 3 C. Beam loaded as shown in Fig. below* 30 KN 50 KN D A 1:54 B 1m Determine the following: 35. Reaction support at point B. a. 56KN (Downward Direction) b. 56KN (Upward Direction) c. 35KN (Downward Direction) d. 35KN (Upward Direction) 36. Reaction support at point D. * a. 26 KN (Downward Direction) b. 26 KN (Upward Direction) c. 24KN (Downward Direction) d. 24KN (Upward Direction) O 3 m O 2 m
*4.all 52% 1:54 O 37. Shear force equation of section AB. * a. -30KN b. 30KN c. -32KN d. 32KN 38. Shear force equation of section CD. * a. -24KN b. 24KN c. -28KN d. 28KN 39. Bending moment equation of section BC. a. 26KN(x)+56KN.m b. 26KN(x)-56KN.m c. -26KN(x)+56KN.m d. None of the above.
Transcribed Image Text:*4.all 52% 1:54 O 37. Shear force equation of section AB. * a. -30KN b. 30KN c. -32KN d. 32KN 38. Shear force equation of section CD. * a. -24KN b. 24KN c. -28KN d. 28KN 39. Bending moment equation of section BC. a. 26KN(x)+56KN.m b. 26KN(x)-56KN.m c. -26KN(x)+56KN.m d. None of the above.
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