7.35 Use the virtual work method to determine the hori- zontal deflection at joint E of the frame shown in Fig. P7.34. 150 kN C 2 m 2 m I 200kN->>> 21 2 m D B 50 kN/m 21 HH E Figure for Prob. 7.34 & 7.35 4 m E = 150 GPa I= 4000(106)mm¹
7.35 Use the virtual work method to determine the hori- zontal deflection at joint E of the frame shown in Fig. P7.34. 150 kN C 2 m 2 m I 200kN->>> 21 2 m D B 50 kN/m 21 HH E Figure for Prob. 7.34 & 7.35 4 m E = 150 GPa I= 4000(106)mm¹
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 57P
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Question
![7.35 Use the virtual work method to determine the hori-
zontal deflection at joint E of the frame shown in Fig.
P7.34.
150 kN
C
2 m
2 m
I
200kN->> 21
2 m
D
B
50 kN/m
21
HH E
Figure for Prob.
7.34 & 7.35
4 m
E = 150 GPa
I= 4000(106)mm¹](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6a3c76fb-6a08-4e58-9542-a1fb8399bef2%2Ffd3d4d29-f28e-414d-8dab-0ca6954c2bac%2Fzevsbkn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:7.35 Use the virtual work method to determine the hori-
zontal deflection at joint E of the frame shown in Fig.
P7.34.
150 kN
C
2 m
2 m
I
200kN->> 21
2 m
D
B
50 kN/m
21
HH E
Figure for Prob.
7.34 & 7.35
4 m
E = 150 GPa
I= 4000(106)mm¹
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