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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Answer 2a please
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