Part 2: for the frame shown below, P=20 kN and a=2 m, Assume I=20000 in and E=30,000 ksi for all beam. Use the virtual work method to find the horizontal displacement of node H. 3P F G a IT B 2a * * 3P D 4P 2a 2a H 2a Part 2.a: Use the virtual work method to calculate vertical deflection of node E

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Answer 2a please
Part 2: for the frame shown below, P=20 kN and a=2 m, Assume I=20000 in* and E=30,000 ksi
for all beam. Use the virtual work method to find the horizontal displacement of node H.
3P
3P
D
A
2a
B
F
*
a
2a
4P
G
2a
H
2a
Part 2.a: Use the virtual work method to calculate vertical deflection of node E
Part 2.b: Use the virtual work method to calculate the rotation of node A.
Part 2.c: Use the virtual work method to calculate the horizontal deflection of node H
Transcribed Image Text:Part 2: for the frame shown below, P=20 kN and a=2 m, Assume I=20000 in* and E=30,000 ksi for all beam. Use the virtual work method to find the horizontal displacement of node H. 3P 3P D A 2a B F * a 2a 4P G 2a H 2a Part 2.a: Use the virtual work method to calculate vertical deflection of node E Part 2.b: Use the virtual work method to calculate the rotation of node A. Part 2.c: Use the virtual work method to calculate the horizontal deflection of node H
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