3) Compute the vertical and horizontal deflections of B by the virtual work method. Given E=200GPa and I=10 mm. 15kN 12m₂ k 2m 2.5m B 4m 5kN- 50kN 2.5 M71 2.5m. D
3) Compute the vertical and horizontal deflections of B by the virtual work method. Given E=200GPa and I=10 mm. 15kN 12m₂ k 2m 2.5m B 4m 5kN- 50kN 2.5 M71 2.5m. D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![3) Compute the vertical and horizontal deflections of B by the virtual work method. Given
E=200GPa and I=108mm4.
15kN
B
5kN
20
4m
U
2m.
70
12m
mx 2.5m
C
A
50kN
m
A
A
2.5m
smy
D
E
W
V
P
FE
BOTH
2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Feec53fdc-699a-4e03-8ea1-cda7a4842d7e%2F59b73be6-5c3c-4b14-9fcb-1a34aa256554%2Fugrizy_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3) Compute the vertical and horizontal deflections of B by the virtual work method. Given
E=200GPa and I=108mm4.
15kN
B
5kN
20
4m
U
2m.
70
12m
mx 2.5m
C
A
50kN
m
A
A
2.5m
smy
D
E
W
V
P
FE
BOTH
2
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