| 5.14 Assuming that the reaction of the ground is uniformly dis- tributed, draw the shear and bending-moment diagrams for the beam AB and determine the maximum absolute value (a) of the shear, (b) of the bending moment. 24 kips A 2 kips/ft 3 ft с D 3 ft E 3 ft 2 kips/ft 3 ft B
| 5.14 Assuming that the reaction of the ground is uniformly dis- tributed, draw the shear and bending-moment diagrams for the beam AB and determine the maximum absolute value (a) of the shear, (b) of the bending moment. 24 kips A 2 kips/ft 3 ft с D 3 ft E 3 ft 2 kips/ft 3 ft B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![d 5.14 Assuming that the reaction of the ground is uniformly dis-
tributed, draw the shear and bending-moment diagrams for the
beam AB and determine the maximum absolute value (a) of the
shear, (b) of the bending moment.
24 kips
A
2 kips/ft
3 ft
C D
3 ft
E
3 ft
2 kips/ft
3 ft
B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbae6b66b-10b5-48b9-aff6-8e1797abd092%2F9d202128-9eb9-45e7-a643-cbd8962e72df%2F3nspup8_processed.png&w=3840&q=75)
Transcribed Image Text:d 5.14 Assuming that the reaction of the ground is uniformly dis-
tributed, draw the shear and bending-moment diagrams for the
beam AB and determine the maximum absolute value (a) of the
shear, (b) of the bending moment.
24 kips
A
2 kips/ft
3 ft
C D
3 ft
E
3 ft
2 kips/ft
3 ft
B
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