Compute for the vertical deflection of Joint D produced by the 30-kip load in the figure. Use Virtual Work or Castigliano's Theorem.  For all bars: A = 2 in^2 E = 9000 kips/in^2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Compute for the vertical deflection of Joint D produced by the 30-kip load in the figure. Use Virtual Work or Castigliano's Theorem. 

For all bars:

A = 2 in^2

E = 9000 kips/in^2

P-30kips
12
12
P10.7
O 0.786 in
O 0.895 in
none of the above
Transcribed Image Text:P-30kips 12 12 P10.7 O 0.786 in O 0.895 in none of the above
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