The beam in the figure below is to be loaded with 20kN single axle load, a uniformly distributed live load of 25 kN/m, and a uniformly distributed dead load of 10 kN/m. Considering the loads, determine the maximum negative shear at B. (Note: Put "O" if there is no negative shear to occur at B considering the loads) 20 kN DL = 10 kN/m LL 25 kN/m A B C 5m 4 m 6 m 15m
The beam in the figure below is to be loaded with 20kN single axle load, a uniformly distributed live load of 25 kN/m, and a uniformly distributed dead load of 10 kN/m. Considering the loads, determine the maximum negative shear at B. (Note: Put "O" if there is no negative shear to occur at B considering the loads) 20 kN DL = 10 kN/m LL 25 kN/m A B C 5m 4 m 6 m 15m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![For the beam shown below, determine the highest negative ordinate of the influence
line for the shear at B.
C
5m
4 m
6 m-
15m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0335181e-b094-4460-b8be-9d2bdef90825%2F654cf2b5-4c82-4af5-a19e-36bd49439cf0%2Fdl3f36_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For the beam shown below, determine the highest negative ordinate of the influence
line for the shear at B.
C
5m
4 m
6 m-
15m
![The beam in the figure below is to be loaded with 20kN single axle load, a uniformly
distributed live load of 25 kN/m, and a uniformly distributed dead load of 10 kN/m.
Considering the loads, determine the maximum negative shear at B. (Note: Put "0" if
there is no negative shear to occur at B considering the loads)
20 kN
DL = 10 kN/m
LL 25 kN/m
C
D
5m
-4 m
6 m
15m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0335181e-b094-4460-b8be-9d2bdef90825%2F654cf2b5-4c82-4af5-a19e-36bd49439cf0%2F4fmw4x5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The beam in the figure below is to be loaded with 20kN single axle load, a uniformly
distributed live load of 25 kN/m, and a uniformly distributed dead load of 10 kN/m.
Considering the loads, determine the maximum negative shear at B. (Note: Put "0" if
there is no negative shear to occur at B considering the loads)
20 kN
DL = 10 kN/m
LL 25 kN/m
C
D
5m
-4 m
6 m
15m
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