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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 30P
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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
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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ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,